2940 Gipper Cir 18-3053; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100005 DATE: June 27, 2018
BUILDING APPLICATION #: 18-10000561
BUILDING PERMIT NUMBER: 18-10000561
I
UNIT ADDRESS: GIPPER CIRCLE 2940 22-20-30-520-0000-0070
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: DAVID WEEKLEY HOMES
ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2940 GIPPER CIRCLE / REAGAN POINTE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00
ROADS -COLLECTORS N/A
Single Family Housing' .00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housingg 54.00
SCHOOLS
1.000 dwl unit 54.00
CO -WIDE ORD
Family Housing 9,000.00 1.000 dwl unit 91000.00PASingle
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 9,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
InstFFZUIt$UytitStfl 600K:VIUI rage: IU9; (1 F'AUt5) KW: tS/ZZ/ZUId IUAZAb AM
REC FEE $10.00
Prepared by and Return to:
JOHN KINGMAN KEATING
Town Square Title, Ltd.
250 E. Colonial Dr., Ste. 301
Orlando, Florida 32801
Telephone: 407-422-2234
NOC18458
NOTICE OF COMMENCEMENT
RECORDING INFORMATION ABOVE TFUS LINE
Permit Number: Tax Folio Number: 22-20-30-520-0000-0070
STATE OF FLORIDA
COUNTY OF ORANGE
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement:
1. Legal Description of the Property: Lot 7, Reagan Pointe, according to the map or plat thereof, as recorded in Plat
Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida.
Property Address: 2940 Gipper Circle, Sanford, Florida 32773
2. General Description of Improvement: Construction of single-family residence and applicable associated improvements.
3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post
Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)):
Same
4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S.
estmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992
5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A
c) Amount of Bond: N/A
6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A
8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and
final payment to the Contractor, but will be 1 year from the date of recording unless a different date 'is specified:
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART
I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMMENCEMENT.
Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing
and that the facts stated are true to the best of my knowledge and belief.
OWNER
Weekley Homes, LLC a gc*laware limited liability
company
By:
John King Keating, as uthorized Agent
rCITY OF
is S FORD Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DERARTh4ENT
Application No: - 3O
Documented Construction Value: $ 2 I k - 00
Job Address: C k9gere-- C-Akt-L-E Historic District: Yes N'o
Parcel ID: 22-20-30-520-0000- O 01 0 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Single Family Residential
Plan Review Contact Person:
Phone: 407-865-8208
Name
Tracy Wiggers
Fax:
Title: Project Coordinator
Email: twiggers@dwhomes.com
Property Owner Information
CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365
Street: 1111 N. POST OAK ROAD
City, State Zip: HOUSTON, TX, 77055
Name Casey Dare
Resident of property? : _
Contractor Information
Street: 213 Majestic Eagle Drive
City, State Zip: PoOnte Verde, FI, 32081
Phone: 407-865-8208
Fax:
State License No.: CBC1254984
Architect/Engineer Information
Name: Monta Consulting 8t Design Phone: 407-681-1920
Street: 1035 Greenwood Blvd. Suite 173
City, St, Zip Lake Mary, FI, 32746
Bonding. Company:
Address:
Fax:
E-mail: admin@montaconsulting.com
NIortgage Lender: Q'
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONINIENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
CONIMENCEIVIENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January I. 2018 Permit Application
4
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies. or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in co lance with all applicable laws regulating construction and zoning.
ature of O •r/Agent Date nature of o ractur/Agent Date
1L_ t!L ` 'ACE tZE
Print Owner; Agent a ne Print Contractor g 'a me
Signature 111. ota -Brat If n Date Stgnat Notary-St- Qo Date
dam
LEE WIGGERS ;,,.;, " Y LEE WIGGERS
I . . f. otary Public -Stale of Florida ; .+'. otary Public - State of Florida
Commission # GO 161513 ; • ; -' Commission # GO 161613
Z % .P . My Comm. Expires Nov 20, 2021 ;"yMy Comm. Expires Nov 20, 2021 Owner/
A ents BP''P,"t M"Fo a or Cont cntSir I Oed th-0 ftr,904M wn to Me or Produced IUType of
1 D Produce I ype o BELOW IS FOR
OFFICE USE ONLY Permits Required: Building
2 Electrical Mechanical PlltmbingE Gas[] Roof Construction Type: -4e§.
Occupancy Use: fz 33 Flood Zone: Total Sq Ft
of Bldg: Z So S Min. Occupancy Load: t'3 # of Stories: Z New Construction: Electric - #
of Amps I S'J Plumbing - # ofFixtures k Q Fire Sprinkler Permit:
Yes No &?- # of Heads APPROVALS: ZONING: 7.
UTILITIES: ENGINEERING: COMMENTS: _ FIRE:
Ok
to
construct
single family home with setbacks and
impervious area shown on plan.
1S11 yS.1/3101 Fire Alarm Permit:
Yes No PJ WASTE WATER: g
f Re%
ised. January
I.2018 Pemtit Application
CITY OF
Skil4FORD
FIRE DE'ARTI%!Ej'%T
11
Building & Fire Prevention ivision
PERMIT APPLICATION
Application No: 1 S-3055
Documented Construction Value: $
Job Address: 29,-4Q k9geye-- CRLLE Historic District: Yes No 0
Parcel ID: 22-20-30-520-0000- p 07) 0 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use[] Move
Description of Work: Single Family Residential
Plan Review Contact Person: Tracy Wiggers Title: Project Coordinator
Phone: 407-865-8208 Fax: Email: twiggers@dwhomes.com
Property Owner Information
Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365
Street: 1111 N. POST OAK ROAD Resident of property? : -
City, State Zip: HOUSTON, TX, 77055
Contractor Information
Name Casey Dare Phone: 407-865-8208
Street: 213 Majestic Eagle Drive Fax:
City, State Zip: PoOnte Verde, FI, 32081 State License No.: CBC1254984
Architect/Engineer Information
Name: Monta Consulting & Design Phone: 407-681-1920
Street: 1035 Greenwood Blvd. Suite 173 Fax:
City, St, Zip: Lake Mary, FI, 32746 E-mail: admin@montaconsulting.com
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IATPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'" Edition (2017) Florida Building Code
Revised: January 1. 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certifv that all of the foregoing information is accurate and that all work Nvill
be done in com7iance with all applicable laws regulating construction and zoning.
nn
19i SWiiiure of O -r/Agent Date i6nature o ! ractor/Agent Date
n —
me
Signature Date
JMtY LEE WIGGERS
oEry Public — State of Florida
Commission # GG 161813
My Comm. Ertpiroa Nov 20, 2021
Print
Date
Y LEE WIGGERS
oiary Public — Slate of Florida
Commission # GG 161813
My Comm. Expires Nov 20, 202 r
Owner/A en1`4,',"" Brt041&0 01Ip!'a 1X*%o a or Con cfoit*EnMgiadfto+ehF*+jutxai yt own to Me or
Produced DType ofIE Produce ype o
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: & % WASTEWATER:
FIRE: BUILDING:
Revised: January 1. 2018 Pemit .Application
REQUIRED INSPECTION SEQUENCE
DAVID WEEKLEY HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30- Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICAL,PERMIT '
Min Max Inspection Description
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
1VIE'C^AANICAtL PERIGII T-
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
CITY OFOF, SkN40
FLORIDA0
Name
Address
City:
Phone:
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Tracy Wiggers Frim David Weekley Homes
225 South Westmonte Drive, Suite 3300
Altamonte Springs State FL
407-865-8255 Fax:
Property Address: 2940 Gipper Circle
Property Owner: CND -Reagan, LLC (Texas LLC)
Parcel Identification Number:
Phone: 713-316-3365
Zip Code: 32714
Email: twiggers@dwhomes.com
2 2-20-30-520-0000-0070
Fax:
The reason for the flood plain determination is:
Email:
X New Structure Existing Structure (Pre-2007 FIRM Adoption)
Expansion/Addition Existing Structure (Post 2007 FIRM Adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
Flood Zone X Base Flood Elevation N/A Datum N/A
FIRM Panel Number 120294 0160 F Map Date September 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
IThe Parcel is in the = Floodplain Floodway
A portion of the Parcel is in Floodplain Floodway
the
X The Parcel is not in the XI Floodplain Floodway
The Structure is in the Floodplain Floodway
The Structure is not in the a Floodplain Floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-3053
Reviewed by: lf(Wt4d ead, 61clff - Michael Cash, C F M Date:
T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc
July 19, 2018
1
C17Y OF
SANFORD
FLORIDA
Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
Landscaping in Right -of -Way
Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the ttno.. below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beraeyou dig 1.
Project Location/Address: 21 %_`kLn G119?f r- Csleul& 2.
Proposed Activity- X Dnveway Walkway Other: 3.
Schedule of Work: Start Date Completion Date Emergency Repairs 4.
Brief Description of Work: SFR This
application,submitte"y. Prow.
H owner• Signature:
Address:
2"ajes agle Homes Phone: (
407) 865-8208 Fax: Print
Name: Casey Dare Email:
cdare@dwhomes.Com Date: Maintenance
Responsibilities/Indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installation improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the nght-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestor'
s property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense.
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. and
undeesta d the above statement and by signing this application I agree to its terms. Signature:
Pre -
pour Inspection by: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Date: —
1 A 0Z I 1 k /
This permit shall be posted on the site during construction. Please
call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date:
Official
Use Only Fee:
Date. Date:
Date:
Date:
7 - t - 201 Date:
November
2015 ROW Use Onveway.pol
LIMITED PO«VER OF ATTORNEY
Altamonte Springs, Casselberr,%-, Lake N•iarv, Longwood. Oviedo, Sanford.
Semincle County, Winter Springs
Date: —) A q N i;-->
I hereby name and appoint:
s
an anent of:
N\jn,c of Coninart, r
to be my lawful artomey-in-fact to act for me to apply for. receipt for. sign for and do all things
necessary to this appointment for (check onh. one option):
All permits and applications submitted by this contractor.
zi The specific permit and application for -work located at:
2 Cl q b Cn(PP612- C 12 l_L
street Aaeress)
Expiration Date For This Limited Power Of .attorney• 4 2 /
License Holder Name:
State License Number:
SiuYnatttrC of License H
STATE OF FLORID.A
COL-NTY W _AtC u
The
foregoing ins:raiment ryas acicr)o\,yledged before me this I C) day of ` 20
I15 , by 'who is p rsonally known10 me/ or \
k ho has produced as
identification and \a ho did did not ,take/an oatn•: Notary
Seal) nature
Ka
dti Print
or Type Name Notary
Public — Slate of Commission
Number Iv
Commission Expires- RACHEL
BLACKWELL Notary
Public -Slate o; Fiondz 0
M Commission t: GG ;66876 y
My Comm Expires Jar, 2. 2022 7n
lj ti0u0r'• Ni7Cn7 NC'2M1 455n
REQUEST FOR PRE -POWER
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 05-28-18
Project Name:awL—•ll'tL
Building Permit#:
Project Address:"Zq LAQJ C-:3tP0cVL (-12Ls_.
Electrical Pen -nit #:
In consideration for authorizing the appropriate utility company to energize the facility, we agree with
and understand the following:
1. The facility will not be occupied until a certificate of occupancy has been issued.
2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to
jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs,
including attorney's fees.
3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated
for pre -power shall be complete and in safe order. All electrical services associated with the area will be
100 % complete unless specifically approved by the electrical inspector.
4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by
doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed
electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical
panels to prevent energizing circuits other than those that are safe.
5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with eater on
the system prior to pre -power.
6. This pre -power approval is valid for a maximum of 180 days from date of approval.
7. Check with the local jurisdiction for fees associated with pre -power.
Casey Dare
P 'n Name of Pwr/Tenant rgnatur
Owner/Tenant ignature
of Nckary Public JURISDICTION
EMPLOYEE NAME: JURISDICTION
Casey
Dare Pr)*
nNn Of General Contr. a
hue of eneral Contr. NOTIFIED:
Progress
Energy Florida
Power & Light James
J. ALanier Point
Name Of Elect.Contr. Signature
of Electrical Contr. CHAD
W COWDERY L'— MY
COMMISSION # FF985918 d:
dF
EXPIRES April 25, 2020 No
is Se —al or St5mp
AC C?RO® CERTIFICATE OF LIABILITY INSURANCE
DATE (MMIDDIYYYY)
2/26/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsements .
PRODUCER
Arthur J. Gallagher Risk Management Services, Inc.
1900 West Loop South
Suite 1600
CONTANAME: Ashley Cary
PHONE 713 935-8811 FAXIAIC Not. 713-358-5713
EavIAIL . ashley_cary@ajg com
INSURERS AFFORDING COVERAGE NAIC 0HoustonTX77027
INSURER A 'Old Republic Insurance Company 24147
INSURED INSURER B :
INSURER CWeekleyHomes, LLC
1111 North Post Oak Road
Houston, TX 77055-7211 INSURER D
INSURER E
INSURER F
COVERAGES CERTIFICATE NUMBER: 1052841088 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSRLTR TYPE OF INSURANCE ADDLISUBRIINSDWVD POLICY NUMBER
POLICY EFFMMIDDIYYYY POLICY EXPMM/DD/YYYY LIMITS
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE OCCUR
EACH OCCURRENCEANIAGIE f
TO
PREM SES Ea occurr0ence
MED EXP (Any one person)
PERSONAL d ADV INJURY S
GENT AGGREGATE LIMIT APPLIES PER:
POLICY PRO- JECT LOC
OTHER:
GENERAL AGGREGATE
PRODUCTS - COMPIOPAGG S
I $
A AUTOMOBILE LIABILITY
ANY AUTO
OWNED SCHEDULED
AUTOS ONLY AUTOS
HIRED NON -OWNED
AUTOS ONLY X AUTOS ONLY
250 DedCornp X $500 DedColl
MWTB312417 3/1/2018 3/1/2019 Ea accident "NULI-. LIMIT 1,000.000
BODILY INJURY (Per person) S
1XX BODILY INJURY (Per accident) S
X PR P R DAMAGE
Per accndent
Is
UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS -MADE
EACH OCCURRENCE
AGGREGATE
DED I I RETENTIONS S
A WORKERS COMPENSATION
AND EMPLOYER$ LIABILITY YIN
ANV PROPRIETORIPARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED)N
Mandatory in NH)
If yes. describe under
DESCRIPTION OF OPERATIONS below
N I A
MWC31241800 3/1/2018 3/1/2019 X PER OTH-
STATUTE ER
E.L. EACH ACCIDENT 1.000,000
E.L. DISEASE - EA EMPLOYE S 1.000,000
E.L. DISEASE . POLICY LIMIT I S 1.000.000
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached If more space is required)
Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000
CERTIFICATE HOLDER CANCELLATION
City of Sanford
300 N. Park Avenue
Sanford FL 32771
USA
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED PRESENTATIVE
@ 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
RICK SCOTT, GOVERNOR _ JONATHAN ZACHEM, SECRETARY = -
ROM
r
STATE OF FLORIDA
DEPARTMENT•OF BUSINESS.AN:D=PROFESSIONAL REGULATION• • '
CONSTRUCTION MS USTRY LICE SSI,NG BOARD
THE BUILDING CONSTRACTOn) EREIN IS{CjE:RTIFLED UNDER THE -
PROVIS,IONS OF CF11 -ORIDA STATUTES Always
verify licenses online at MyFloridaLicense.com r
F
U-• Do not alter this document in any form. r• {`
This is your license. -It is unlawful for anyone other.than the -licensee -to use this document. a
David Weekley Homes
May 16, 2018
Leal Department
pi V-1, h! nxi"
H rn
RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area
To whom it may concern:
Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or
Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction
Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando
Area, namely:
Shad Tome
Brent Bartholomew
Brannon Riley
Larry Buffington
Casey Dare
John Woods
Austin Lewis
rds,
Burchfield
ral Counsel
Atlanta • Austin • Charleston • Charlotte • Chicago • Dallas/Ft.Worth • Denver • Greater Hilton Head
Houston • Indianapolis • Jacksonville • Minneapolis/St. Paul • Nashville • Orlando • Panama Ciry • Phoenix
Raleigh 0 Salt Lake Cin. • San Antonio • Sarasota 4 Tampa 0 Wilmington
THE WEEKLEY GROUP OF COMPANIES
1111 NORTH POST OAK ROAD VENDOR NO.-1177686 CHECK NO. - 2793618 2051127
HOUSTON, TEXAS 77055 VENDOR - CITY OF SANFORD CHECK DATE - 06/27/18
DETACH STATEMENT RFFORF DFP(')SITING Paae 1 of 1
INNOIC-E NUMBER
29470007
DATE
06/26/18
DESC-RIPTION
29470007 1208 2940 Gipper Circle
GROSS AMOUNT
250.00
DEDUCTIONS AUN TyA10
250.00
250.00 250.00
250.00
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BP200I03 CITY OF SANFORD 7/12/18
Application Inquiry - Fees 07:50:50
Application number: 18 00003053
PYpperty . . . . : 2940 GIPPER CIR
Vee
Class/Type/Description Trans amt
A AF 01-APPLCTN FEE -BUILDING 25.00
A BR 01-BLDG PLAN REVIEW 225.00
Amt due Struct Permit Insp
25.00
225.00
Bottom
Credit fees due: .00
Revenue fees due: 250.00
Total due: 250.00
Press Enter to continue.
F3=Exit Fll=Change view F12=Cancel F10=Amt billed
CITY OF SANFORD
CUSTOKERType:
Draper: 1 Oper: BLANDA Date:
7/12/18 01 Receipt no: 157269 Year
Number Amount 2018
3053 2940
01PPLR C1R SANFORD,
FL 32773 Bp
BUILD1NU PERMIT RECEIPTS 4259-00 Tender
detail CK
CHECK 2793618 i250250.80
00
Total
tendered $
250.00 Total payment
Trans date:
7/12/18 Time: 8:66:33
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot7ReaganPointe7413BN Builder Name: David Weekley Homes
Street: 2940 Gipper Circle Permit Office:
City, State, Zip. Sanford , FL , 32773 Permit Number: jj j _ 3 0 5 3 BU'Lp%G,
Owner: w Jurisdiction: 9 10l0 y Design
Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) S,gNF i 1.
New construction or existing New (From Plans) 9. Wall Types (2488.7 sgft.) Insulation 2.
Single family or multiple family Single-family a.
Frame - Wood, Exterior R=13.0 135 vlel u
b.
Concrete Block - Int Insul, Exterior R=7.0 891.33 ft' 3.
Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 247.33 ft' 4.
Number of Bedrooms 4 d. N/A R= ft' 10
Ceiling Types (1314.0 sgft.) Insulation Area 5.
Is this a worst case? No a. Under Attic (Vented) R=38.0 127800 ft 6.
Conditioned Floor area above grade (ft') 1952 b. Knee Wall (Vented) R=19.0 36.00 ft' Conditioned
Floor area below grade (ft') 0 c.
R= fft 11. Ducts R ft' 7.
Windows(256.3 sgft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 390.4 a.
U-Factor: Dbl, U=0 34 256.33 ft' SHGC:
SHGC=0 30 b.
U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC:
a.
Central Unit 40.0 SEER:14.00 c.
U-Factor: N/A ft' SHGC:
13. Heating systems kBtu/hr Efficiency d.
U-Factor: N/A ft' a. Electric Heat Pump 41.0 HSPF:8 20 SHGC:
Area
Weighted Average Overhang Depth: 3.084 ft. Area
Weighted Average SHGC: 0.300 14. Hot water systems a.
Electric Cap: 40 gallons 8.
Floor Types (1952.0 sgft.) Insulation Area EF: 0.940 a.
Slab -On -Grade Edge Insulation R=0.0 732.00 ft' b. Conservation features b.
Floor Over Other Space R=0.0 674.00 ft' None c.
other (see details) R= 546.00 ft' 15. Credits Pstat Glass/
Floor Area: 0.131 Total
Proposed Modified Loads: 62.71 PASS Total
Baseline Loads: 66.96 1
hereby certify that the plans and specifications covered by Review of the plans and F CUE S?%l, this
calculation are in compliance with the Florida Energy specifications covered by this Code.
calculation indicates compliance with
the Florida Energy Code. rrrr, ••. •:=" ..• O PREPARED
BY: Before construction is completedCd DATE:
6/19/1 R this building will be inspected for compliance
with Section 553.908 O
I a hereby
certify that this buildi as esi ed, is in compliance Florida Statutes. COD
withtheFloridaEnergyCodWIS OWNER/
AGENT: BUILDING OFFICIAL: DATE:
t t DATE: Compliance
requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 6/
19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot7Reagan Poi nte7413BN Bedrooms. 4 Address Type: Street Address Building
Type: User Conditioned Area- 1952 Lot # 7 Owner
Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of
Units: 1 Worst Case: No PlatBook: Builder
Name: David Weekley Homes Rotate Angle: 0 Street: 2940 Gipper Circle Permit
Office: Cross Ventilation: No County: Seminole Jurisdiction:
691000 Whole House Fan. No City, State, Zip: Sanford , Family
Type: Single-family FL , 32773 New/
Existing: New (From Plans) Comment:
CLIMATE
V
Design Temp Int Design Temp Heating Design Daily Temp Design
Location TMY Site 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL,'
Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS
Number
Name Area Volume 1
Blockl 1952 17809.6 SPACES
Number
Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1
1 st Floor 732 6829.6 Yes 5 0 1 Yes Yes Yes 2
2nd Floor 1220 10980 No 0 4 1 Yes Yes Yes FLOORS
Floor
Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1
Raised Floor 2nd Floor ____ ___ 151 ft' 19 0.2 0 0.8 2
Floor over Garage 2nd Floor ---- -_-_ 395 ft' 19 0.32 0 068 3
Slab -On -Grade Edge Insulatio 1 st Floor 95.5 ft 0 732 ft' 0.32 0 0.68 4
Floor Over Other Space 2nd Floor ---_ ---_ 674 ft' 0 0.32 0 0.68 ROOF
Roof
Gable Roof Solar SA Emitt Emitt Deck Pitch V #
Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1
Gable or Shed Composition shingles 1425 ft' 318 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC
V #
Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1
Full attic Vented 300 1274 ft2 N N 6/
19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
XWO Awtam, U&ZIIVA
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood
2 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood
3 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood
4 Knee Wall (Vented) 1st Floor 19 Batt 9 ft' 0.11 Wood
5 Under Attic (Vented) 1st Floor 38 Blown 58 ft' 0.1 Wood
6 Under Attic (Vented) 2nd Floor 38 Blown 1220 ft' 0.11 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Omt To Walllype Space R_Value Et In Ft In Area R-valilP Fractinn Ahcnr Grmle%
1 NW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0
2 NW Exterior Concrete Block - Int Insul 1st Floor 7 30 0 9 4 2800 ft' 0 0 0.6 0
3 NE Exterior Frame - Wood 2nd Floor 13 45 0 9 0 4050 ft' 0 0.23 0.6 0
4 NE Exterior Concrete Block - Int Insul 1 st Floor 7 24 6 9 4 228.7 ft' 0 0 0.6 0
5 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0
6 SE Exterior Concrete Block - Int Insul 1st Floor 7 10 0 9 4 93 3 ft' 0 0 0.6 0
7 SW Exterior Frame - Wood 2nd Floor 13 45 0 9 0 4050 ft' 0 0.23 06 0
8 SW Exterior Concrete Block - Int Insul 1st Floor 7 31 0 9 4 289.3 ft' 0 0 0.6 0
9 Garage Frame - Wood 1st Floor 13 26 6 9 4 247.3 ft' 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 SE Insulated 1st Floor None 25 3 8 24 ft'
2 Wood 1st Floor None 25 2 8 8 21.3 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 NW 1 Vinyl Low-E Double Yes 0.34 0.3 N 32.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft' 6 ft 4 in 0 ft 0 in Drapes/blinds Exterior 5
3 NW 2 Vinyl Low-E Double Yes 0.34 0.3 N 48.0 ft' 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5
4 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 30.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
5 NE 3 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft 5 in None None
6 NE 4 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 11 ft 3 in None None
7 SE 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
8 SE 5 Vinyl Low-E Double Yes 0.34 0.3 N 8.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
9 SW 7 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
10 SW 8 Vinyl Low-E Double Yes 0.34 0.3 N 21.3 ft' 15 ft 4 in 0 ft 0 in None None
11 NW 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft' 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 395 ft' 395 ft' 54.67 ft 9.33 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000406 20778 114.07 214.52 .3647 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubTpe Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply ---
Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT ON RLF
HVAC #
Heat Cool
1 Attic 6 390.4 ft 2nd Floor 97.6 ft' Default Leakage 2nd Floor (Default) (Default) 1 1
6/19/2018 9:17 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingJan
HeatinHJan Feb
HFeb
jj jj Mar jXj
Mar j
j j
j A
r j APr
j j
Ma JXJ Jun
j
May Jun jXj
Jul j
Jul jXj
AugX Au[
Se
Sep
Oct
Oct
j
j Nov j NovDeVentin
j
Dec Jan
Feb X Mar X] A r [ Ma Jun Jul Aug Se Xj Oct X] Nov [ Dec Thermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM
80 80 78 78 78 78 78 78 78 78 78 78 Cooling (
WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM
78 78 78 78 78 78 78 78 78 78 78 78 Heating (
WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL
VENTILATION Type
Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime
Vent 58 0 0 0 1 - Electric Heat Pump 1 - Central Unit 6/
19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 94
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned Floor area (ft')
7. Windows" Description
a. U-Factor: Dbl, U=0.34
SHGC. SHGC=0.30
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor Over Other Space
c. other (see details)
2940 Gipper Circle, Sanford, FL, 32773
New (From Plans) 9 Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=13.0 1350.00 ft2
b. Concrete Block - Int Insul, Exterior R=7.0 891.33 ft
1 c. Frame - Wood, Adjacent R=13.0 247.33 ft'
4 d. N/A R= ft'
10 Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1278.00 ft'
1952 b. Knee Wall (Vented) R=19.0 36.00 ft'
c. N/A R= ft'
Area
11. Ducts R ft'
256.33 ft' a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 390.4
ft'
12. Cooling systems kBtu/hr Efficiency
ft' a. Central Unit 40.0 SEER:14.00
3.084 ft.
0.300
Insulation Area
R=0.0 732.00 ft'
R=0.0 67400 ft'
R= 546.00 ft'
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the ab nergy saving features which will be installed (or exceeded)
in this home before final i pectio Otherwise, a new EPL Display Card will be completed
based on installed Code omolia tures.
Builder Signature:
Address of New Home:
Date
kBtu/hr Efficiency
41.0 HSPF:8.20
Cap- 40 gallons
EF: 0.94
Pstat
y04 -
VHE S7,
4Cd
pA
a
City/FL Zip:
32 3 °°'"E
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1
DEL -AIR Manual S Compliance Report
HUMG - AM C01411117110111M Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR COM
For: David Weekley Homes
2940 Gipper Circle, Sanford, FI 32773
Design Conditions
Job: Lot7ReaganPo1nte7413BN
Date: 6/19/18
By: JA
Outdoor design DB: 93.00F Sensible gain: 30427 Btuh Entering coil DB: 76.6°F
Outdoor design WB: 75.20F Latent gain: 5342 Btuh Entering coil WB: 63.5°F
Indoor design DB: 75.0°F Total gain: 35769 Btuh
Indoor RH: 50% Estimated airflow: 1333 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Sensible capacity: 31366 Btuh 103% of load
Latent capacity: 7068 Btuh 132% of load
Total capacity: 38435 Btuh 107% of load SHR: 82%
Heating Equipment
Design Conditions
Outdoor design DB: 40.9°F Heat loss: 24191 Btuh Entering coil DB: 68.5°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L
Actual airflow: 1333 cfm
Output capacity: 37869 Btuh 157% of load
Supplemental heat required: 0 Btuh
Meets all requirements of ACCA Manual S.
Capacity balance: 28 OF
Economic balance: -99 OF
wrightsoft' 2018-Jun-19 08:49 05
Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1
t7ReaganPointe7413BN\Lot7ReaganPointe7413BN.rup Calc = MJ8 laces: SE
DEL -AIR Component ConstructionsP
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM
Job: Lot7ReaganPointe7413BN
Date: 6/19/18
By: JA
Project•
For: David Weekley Homes
2940 Gipper Circle, Sanford, FI 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando Sanford, FL, US Indoor temperature F) 70 75
Elevation: 56 ft Design TD (°F) 29 18
Latitude: 29°N Relative humidity 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7
Dry bulb (°F) 41 93 Infiltration:
Daily range (°F) - 17 ( M) Method Simplified
Wet bulb (°F) - 75 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ftT Btuhlftl-•F hl-•FBtuh Btuhlft° Btu Btuhlft' Btu
Walls
12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" ne 367 0.089 13.0 2.59 950 2.80 1028
gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm se 231 0.089 13.0 2.59 598 2.80 647
wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int sw 385 0.089 13.0 2.59 997 2.80 1079
fnsh, 2"x4" wood frm, 16" o.c. stud
nw 218 0.089 13.0 2.59 565 2.80 611
all 1201 0.089 13.0 2.59 3110 2.80 3365
13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 221 0.167 7.0 4.86 1072 5.26 1160
int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se 69 0.167 7.0 4.86 337 5.26 364
gypsum board int fnsh sw 268 0.167 7.0 4.86 1302 5.26 1408
nw 172 0.167 7.0 4.86 835 5.26 904
all 730 0.167 7.0 4.86 3546 5.26 3836
16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" ne 10 0.049 19.0 1.43 14 2.67 27
gypsum board int fnsh se 11 0.049 19.0 1.43 16 2.67 29
sw 10 0.049 19.0 1.43 14 2.67 27
nw 11 0.049 19.0 1.43 16 2.67 29
all 42 0.049 19.0 1.43 60 2.67 112
Partitions
12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 226 0.096 13.0 2.79 631 1.88 424
wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum
board int fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 30 0.340 0 9.89 297 22.5 674
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it
overhang (5 ft window ht, 1.44 it sep.); 7.2 ft head ht
2B-2fv: 2 glazing, clr ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 8 0.340 0 9.89 79 26.5 212
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht,
1.44 it sep.); 7.2 ft head ht
2B-2fv: 2 glazing, clr ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 8 0.340 0 9.89 79 26.5 212
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 it window ht,
11.26 ft sep.); 6.67 it head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 31 0.340 0 9.89 309 25.0 781
1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht,
1.44 ft sep.); 7.2 It head ht
wrightsoft" 2018-Jun-19 08 49.05
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 1
17ReaganPoint e7413BN\Lol7Reagan Pointe74138N.rup Calc = MJ8 faces: SE
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 8 0.340
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft sw 20 0.340
overhang (4 It window ht, 1.44 ft sep.); 7.2 ft head ht nw 32 0.340
nw 20 0.340
all 80 0.340
10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 21 0.340
1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht,
0 ft sep.); 8 ft head ht
2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 48 0.340
1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft
overhang (6 It window ht, 11.26 ft sep.); 8 ft head ht
2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 60 0.340
1/8" thk; NFRC rated (SHGC=0.30); 6.33 ft overhang (6 ft window ht, 0
ft sep.); 8 ft head ht
Doors
11 DO: Door, wd sc type se 24 0.390
n 21 0.390
all 45 0.390
Ceilings
166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1284 0.026
gypsum board int fnsh
Floors
20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, amb ovr 151 0.050
20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 401 0.050
22A-tpl: Bg floor, light dry soil, on grade depth 96 0.989
0 9.89 79 20.9 167
0 9.89 198 20.9 417
0 9.89 317 22.5 718
0 9.89 198 22.5 449
0 9.89 792 21.9 1752
0 9.89 211 8.67 185
0 9.89 475 22.5 1078
0 9.89 594 26.5 1591
0 11.3 272 12.1 291
0 11.3 242 12.1 258
0 11.3 514 12.1 549
38.0 0.76 971 1.42 1821
19.0 1.45 220 0.73 110
19.0 1.45 583 0.73 292
0 28.8 2748 0 0
rk wrightsoft• 2018-Jun-19 08:49 05
A -
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 2
ACC..t7ReaganPoinle7413BN\Lot7ReaganPointe7413BN rup Calc - MJ8 faces SE
1,DEL--AIR Project Summary Job: LotMeaganPointe7413BN
1 7 Date: 6/19/18
KUMa • = CONDIT11111=0 Entire House By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM
For: David Weekle y Homes
2940 Gipper Circle, Sanford, FI 32773
Notes: March 6, 2018 RH
Design Information
Weather: Orlando Sanford, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 41 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 29 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 39 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 20114 Btuh Structure 25693 Btuh
Ducts 2224 Btuh Ducts 3588 Btuh
Central vent (58 cfm) 1853 Btuh Central vent (58 cfm) 1146 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 24191 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 30427 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 3093 Btuh
Ducts 725 Btuh
Central vent (58 cfm) 1524 Btuh
Heating Cooling Outside air
Area (ft2) 1952 1952 Equipment latent load 5342 Btuh
Volume (ft3) 18386 18386
Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 35769 Btuh
Equiv. AVF (cfm) 153 80 Req. total capacity at 0.75 SHR 3.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING
Model CH14NB0420000A0 Cond CH14NB0420000A0
AHRI ref 9162578 Coil FB4CNP042L
AHRI ref 9162578
Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 30000 Btuh
Heating output 41000 Btuh @ 47°F Latent cooling 10000 Btuh
Temperature rise 28 OF Total cooling 40000 Btuh
Actual air flow 1333 cfm Actual air flow 1333 cfm
Air flow factor 0.060 cfm/Btuh Air flow factor 0.046 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.85
Capacity balance point = 28 OF
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
rwwrightsof!' 2018-Jun-19 08.49:05
4C4:k
Right-Suile® Universal 2018 18.0.13 RSU24011 Page 1
17ReaganPoint e7413BN\Lol7ReaganPoint e7413BN rup Calc - MJ8 faces: SE
DEL -AIR Right-J® Worksheet
NEU=-M
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax, 407-333-3853 Web- WWW.DEL-AIR COM
Job: Lot7ReaganPointe7413BN
Date: 6/19/18
By: JA
1 Room name Entire House pwdr
2 Exposed wall 245.5 ft 13.0 ft
3 Room height 9.1 ft 9.3 It heal/cool
4 Room dimensions 4.5 x 8.5 ft
5 Room area 2016.0 ftz 38.3 ftz
Ty Construction U-value Or HTM Area (ftq Load Area (fly Load
number BtulVft2-*F) BtUtVftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 T 12C-Osw Frm wall, st 0.689 ne 2.69 2.80 406 367 950 16M 0 6 6 0
2A-2ov 0.340 ne 9.89 22.45 30 0 297 674 0 0 0 0
2B-21v 0.340 ne 9.89 26.51 8 0 79 212 0 0 0 0
V
I-_
13A-7ocs Bilk wall, s 0.167 ne 4.86 5.26 229 221 1072 1160 0 0 0 0
11 2B-2fv 0.340 ne 9.89 26.51 8 0 79 212 0 0 0G_
W 168-19ad 0.049 ne 1.43 2.67 10 10 14 27 0
0
0 0 0
12C•Osw Frm wall, st 0.089 se 2.59 280 270 231 598 647 0 0 0 0
2A-2ov 0.340 se 9.89 25.03 31 4 309 781 0 0 0 0
IIL2 2A-2ov 0.340 se 9.89 20.89 8 1 79 167 0 0 0 0
W 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 93 69 337 364 42 42 204 221
1100 0.390 se 11.35 12.11 24 24 272 291 0 0 0 00
W 16B-19ad 0 049 se 1.43 267 11 11 16 29 0 0 0 0
yJ 12C-Osw Frm wall, st 0.089 sw 2.59 280 405 3B5 997 1079 0 0 0 0
Y-0 2A-2ov 0.340 sw 9.89 20.87 20 4 198 417 0 0 0 0
W 13A-7ocs Bilk wall, s 0.167 sw 4.86 5.26 289 268 1302 1408 79 79 385 417
t-i 10C-v 0.340 sw 9.89 8.67 21 21 211 185 0- 0 0 0
W 1613-19ad 0.049 sw 1.43 2.67 10 10 14 27 0 0 0 0
12C-Osw Fnn wall, st 0.089 nw 2.59 2.80 270 218 565 611 0 0 0 0
2A-2ov 0.340 nw 9.89 22.45 32 0 317 718 0 0 0 0
2A-2ov _ 0.340 nw 9.89 22.45 20 0 198 449 0_ 0 0 0
13A-7ocs 81k wall, s 0.167 nw 4.86 5.26 280 172 835 904 0 0 0 0
2A-2ov 0.340 nw 9.89 22.45 48 0 475 1078 0 0 0 0
2B•2fv 0.340 nw 9.89 26.51 60 0 594 1591 0 0 0 0
W
P
L-D
16B-19ad
12C-Osw Fnn wall, r-
0.049
0.096
nw 1.43
2.79
267
1.88
11
247
11
226
16
631
29
424
0
0
0
0
0
0
0
0
11 DO 0.390 n 11.35 12.11 21 21 242 258 0- 0 0 0
C 1613-38ad 0.026 0.76 1.42 1284 1284 971 1821 0 0 0 0
F 2OP-191 0.050 1 45 0.73 151 151 220 110 0 0 0 0
F 2OP-191 0.050 145 073 401 401 583 292 0 0 0 0
F 22A-Ipl 0.989 2878 0.00 732 96 2748 0 38 13 374 0
6 c) AED excursion 1376 28
Envelope loss/gain 15220 18369 964 609
12 a) Infiltration 4894 1574 260 84
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 5 1150 0 0
Appliances/other 4600 0
Subtotal (lines 6 to 13) 20114 25693 1224 1 693
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 20114 25693 1224 693
15 Duct loads 11% 14% 2224 3588 00/ 0% 0 0
Total room load 22338 29281 1224 693
Air required (cfm) 1333 1333 73 32
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i wrlghtsolPt[' 2018-Jun-19 08:49:05
Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1AC
17ReaganPointe7413BN\Lot7ReaganPointe7413BN rup Calc = MJ8 faces: SE
DEL --AIR Right-JO Worksheet
MEMM•'"
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web. WWW DEL-AIR.COM
Job: Lot7ReaganPointe7413BN
Date: 6/19/18
By: JA
1 Room dame family kitchen
2 Exposed wall 37.0 it 18.0 it
3 Room height 9.3 it heat/cool 9.3 it heat/cool
4 Room dimensions 1.0 x 352.0 it 1.0 x 238 5 it
5 Room area 3520 ftz 238.5 fiz
Ty Construction
number
U-value
Btuh/ft2 °F)
Or HTM
Btuh/ft2)
Area (fig
or perimeter (it)
Load
Btuh)
Area (ftg
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 ViJ 12C•Osw Frm wall, st
2A-2ov
2B-21v
0.089
0 340
0.340
ne
ne
ne
2.59
9.89
9.89
280
22.45
2651
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0GG
11
y/
L-C
13A-7ocs Blk wall, s
2B-2fv
0.167
0.340
ne
ne
4.86
9.89
526
26.51
0
0
0
0
0
0
0
0
168
0
168
0
816
0
883
0
W
G
16B-19ad
12C-Osw Frm wall, st
2A-2ov
0.049
0.089
0.340
ne
se
se
1.43
2.59
9.89
2.67
2.80
25.03
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I
yJ
2A-2ov
13A-7ocs Blk wall, s
0.340
0.167
se
se
9.89
4.86
20.89
5.26
0
51
0
27
0
133
0
144
0
0
0
0
0
0
0
0
11DO
16B-19ad
12C-Osw Frm wall, st
0.390
0.049
0.089
se
se
sw
11.35
1.43
2.59
12.11
267
2.80
24
0
0
24
0
0
272
0
0
291
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
j
2A-2ov
13A-7ocs Blk wall, s
0.340
0.167
sw
sw
9.89
486
20.87
5.26
0
163
0
163
0
793
0
858
0
0
0
0
0
0
0
0
6
W
IOC-v
16B-19ad
12C-Osw Frm wall, st
0.340
0.049
0.089
sw
sw
nw
989
1.43
2.59
8.67
267
280
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
W
j
G 2A-2ov
2A-2ov
13A-7ocs Blk wall, s
0.340
0.340
0.167
nw
nw
nw
9.89
9.89
4.86
22.45
2245
5.26
0
0
131
0
0
71
0
0
343
0
0
371
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov
2B-2fv
0.340
0.340
nw
nw
9.89
9.89
22.45
26.51
0
60
0
0
0
594
0
1591
0
0
0
0
0
0
0
0
W
P
16B-19ad
12C-Osw Frm wall, r-
0.049
0.096
nw 1.43
2.79
2.67
1.88
0
187
0
187
0
521
0
350
0
61
0
39
0
110
0
74
L--D 11DO 0.390 n 11.35 12.11 0 0 0 0 21 21 242 258
C 16B-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 0 0 0 0_ 0 0 0 0
F 2OP-19t 0.050 1.45 073 0 0 0 0 0 0 0 0
F 22A-ipl 0.989 28.78 0.00 352 37 1065 0 239 18 518 0
6 c) AED excursion 416 99
Envelope loss/gain 3722 4021 1686 1116
12 a) Infiltration 740 238 360 116
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 3 690 0 0
Appliances/other 600 1200
Subtotal (lines 6 to 13) 4462 5549 2046 2432
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 4462 5549 2046 2432
15 Ductloads 0% 0% 0 0 0% 0 0
Total room load 4462 5549 2046 2432
Air required (cfm) 1 1 266 253 122 111
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
PW wrlgFstsof t' 2018-Jun-19 08,49 05
IC A -^
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 2
17ReaganPointe7413BN\Lot7ReaganPointe7413BN.rup Calc = MJ8 laces: SE
DEL --AIR Right-M Worksheet
1EU=- 10°1O"101ro Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM
Job: LotMeaganPointe7413BN
Date: 6/19/18
By: JA
1 Room name dining retreat
2 Exposed wall 27.5 It 40.0 It
3 Room height 9.3 It heat/cool 9.0 It heat/cool
4 Room dimensions 1.0 x 103 3 It 1.0 x 396 3 It
5 Room area 103.3 ftz 396.3 ftz
Ty Construction U-value Or HTM Area Ing Load Area Ing Load
number Btuh/fi2-"F) Btutditg or perimeter (it) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vj/ 12C-Osw Frm wall, st
2A-2ov
0.089
0 340
ne
ne
2.59
9.89
2.80
22.45
0
0
0
0
0
0
0
0
252
30
222
0
575
297
6M
674
I----GG 28-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0
Blk wall, s 0.167 ne 4.86 5.26 61 53 256 277 0 0 0 0
11
13A•7ocs
2B-2fv 0340 ne 9.89 26.51 8 0 79 212 0 0 0 0
W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0
Frm wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0
L12C-
Osw
2A-2ov 0.340 se 9.89 25.03 0 0 0 0 0 0 0 0
2A-2ov 0.340 se 9.89 20.89 0 0 0 0 0 0 0_ 0
13A-7ocs Blk wall, s 0.167 so 4.86 5.26 0 0 0 0 0 0 0 0
11 DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 se 1.43 267 0 0 0 0 0 0 0 0
12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 sw 9.89 20.87 0 0 0 0 0 0 0 0
W
L--.G
13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 47 25 123 133 0 0 0 0
10C-v 0.340 sw 9.89 8.67 21 21 211 185 0 0 0 0
W 168-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0
Vj! 12C-Osw Frm wall, st 0.089 nw 259 280 0 0 0 0 108 76 197 213
LAG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 32 0 317 718
2A-2ov
13A-7ocs Blk wall, s
0.340
0.167
nw
nw,
989
486
2245
5.26
0
149
0
101
0
492
0
532
0
0
0
0
0
0
0
0
2A-2ov
2B-2fv
0.340
0.340
nw
nw
9.89
9.89
22.45
26.51
48
0
0
0
475
0
1078
0
0
0
0
0
0
0
0
0
W
P
16B-19ad
12C-Osw Frm wall, r-
0.049
0.096
nw 1.43
2.79
2.67
1.86
0
0
0
0
0
0
0_
0
0
0
0
0
0_
0
0
0
L---D 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 1613-Mad 0.026 0.76 1.42 0 0 0 0 396 396 300 562
F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 20P-19t 0.050 1.45 0.73 0 0 0 0 23 23 33 17
F 22A•tpl 0.989 28.78 0.00 103 28 791 0 0 0 0 0
6 c) AED excursion 504 14
Envelope loss/gain 2428 2921 1718 2791
12 a) Infiltration 550 177 772 248
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 0 1000
Subtotal (lines 6 to 13) 2978 3328 2490 4039
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2978 3328 2490 4039
Duct loads 1 00/0 0% 1 0 0 241/6 26% 9 1059
r Total room load I 1 29781 M28 3079 5098
Air required (cfm) 178 152 1
184 232
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghtso4 t' 2018-Jun-19 08:49 05
Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3
17ReaganPointe7413BN\Lot7ReaganPointe7413BN.rup Calc = MJ8 faces: SE
1 DEL -AIR Right-J® Worksheet
HEX=-=CGKOM
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web' WWW.DEL-AIR.COM
Job: Lot Meagan Pointe74136N
Date: 6/19/18
By: JA
1 Room name bth 2 bdrm 2
2 Exposed wall 6.0 ft 25.5 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 6.0 x 10.0 ft 12.0 x 13.5 ft
5 Room area 60.0 ft' 162.0 fie
Ty Construction U•value Or HTM Area (ftq Load Area (ftq Load
number Btuh/ftz-"F) Bluh/ft2) or perimeter (ft) Btuh) or perimeter (ft) 131uh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 VjJ
GG
12C•Osw Fnn wall, st 0.089 ne 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 ne 989 22.45 0 0 0 0 0 0 0 0
2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0 167 ne 4.86 526 0 0 0 0 0 0 0 0
11 213-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0_ 0
W 1613•19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0
N
G
12C-Osw Fnn wall, st 0.089 se 2.59 2.80 0 0 0 0 0 0 0 0
2A-2(yv 0.340 se 9.89 2503 0 0 0 0 0 0 0 0
1 2A-2ov 0.340 se 989 20.89 0 0 0 0 0 0 0 0
W 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0
11DO 0.390 se 11.35 1211 0 0 0 0 0 0 0 0p
W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0
W 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 122 122 315 340
Y_G 2A-2ov 0.340 sw 9.89 20.87 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0
10C-v 0 340 sw 9.89 8.67 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 sw 1.43 267 0 0 0 0 0 0 0 0
12C-Osw Fnn wall, st 0.089 nw 2.59 2-80 54 54 140 151 108 88 228 247
2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 20 0 198 449
13A-7ocs Blk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0
2A-2ov 0 340 nw 989 22.45 0 0 0 0 0 0 0 0
2B-2fv 0 340 nw 9.89 26.51 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 nw 1 43 2.67 0 0 0 0 0 0 0 0
P 12C-Osw Frm wall, r• 0.096 2.79 1.88 0 0 0 0 0 0 0 0
L--D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.76 1.42 60 60 45 85 162 162 123 230
F 2OP-191 0.050 1.45 0.73 10 10 15 7 60 60 87 44
F 20P-19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 28.78 000 0 0 0 0 0 0 0 0
6 c) AED excursion 11 177
Envelope loss/gain 200 233 950 1486
12 a) Infiltration 116 37 492 158
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 300
Subtotal (lines 6 to 13) 316 270 1442 1944
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 316 270 1442 1944
15 Duct loads 249/6 1 269/6 1 75 71 24% 26% 341 510
Total room load 390 341 1783 2454
Air required (cfm) 23 16 1 106 112
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
t wrlghtsoft' 2018-Jun-19 08:49:05
A-A-Right-Suite® Universal 2018 18 0 13 RSU24011 Page 4
17ReaganPointe7413BN\Lot7ReaganPointe7413BN.rup Calc = MJ8 faces: SE
1 DEL -AIR Right-J® Worksheet Job: Lot7ReaganPointe7413BN
O"°'" Entire House
Date: 6/19/18
By: JA
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM
1 Room name bdrm 3 mstr wic
2 Exposed wall 11 0 ft 11.0 ft
3 Room height 9.0 ft heat/cool 9.0 ft heat/cool
4 Room dimensions 1.0 x 139.5 ft 16.5 x 6.5 ft
5 Room area 139.5 ft2 107.3 ft2
Ty Construction
number
U-value
Btuh/ftz-*F)
Or HTM
Btuh/ftz)
Area 00
or perimeter (ft)
Load
Btuh)
Area (ftq
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C-0sw Frm wall, st 0.089 ne 2.69 2.80 0 0 0 0 0 0 0 0
2A-2ov
2B-2fv
0.340
0.340
ne
ne
9.89
9.89
22.45
26.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0tl---GG
11
yJ
L-G
13A-7ocs Blk wall, s
2B-2fv
0.167
0.340
ne 4.86
9.89
526
26.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W 16B-19ad
12C-Osw Frm wall, si
2A-2ov
0.049
0.089
0.340
ne
ne
se
se
1.43
2.59
9.89
Z67
2.80
25.03
0
0
0
0
0
0
0
0
0
0
0
0
0
41
0
0
41
0
0
105
0
0
113
0
W
2A-2ov
13A-7ocs Blk wall, s
0.340
0.167
se
se
9.89
4.86
20.89
5.26
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
16B-19ad
12C-Osw Frm wall, st
0.390
0.049
0.089
se
se
sw
11.35
1.43
2.59
12.11
267
2.80
0
0
99
0
0
79
0
0
205
0
0
221
0
0
59
0
0
59
0
0_
152
0
0
164
0
W
W
2A-2ov 0.340 sw 9.89 20.87 20 4 198 417 0 0 0 00
W 13A-7ocs Blk wall, s 0.167 sw 4.86 526 0 0 0 0 0 0 0 0
I_.G 10C-v
16B-19ad
12C-Osw Frm wall, st
0.340
0.049
0.089
sw
sw
nw,
9.89
1.43
2.59
867
2.67
2.80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0
2A-2ov
13A-7ocs Blk wall, s
0.340
0.167
nw
nw,
9.89
4.86
22.45
5.26
0
0
0_
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-2ov 0.340
0.340
nw
nw,
9.89
9.89
22.45
26.51
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G
t--G
W
P
2B-2fv
16B-19ad
12C-Osw Frm wall, r-
0.049
0.096
nw 1.43
2.79
2.67
1.88
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 140 140 106 198 107 107 81 152
F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0_ 0
F 20P-19t 0.050 145 0.73 0 0 0 0 40 40 59 29
F 22A-10 0.989 2878 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 181 21
Envelope loss/gain 508 1018 396 438
12 a) Infiltration 212 68 212 68
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1 300 0
Subtotal (lines 6 to 13) 720 1386 608 506
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 720 1386 608 506
151 Duct loads 1 24 % 26% 170 363 24 % 26% 144 133
Total room load 891 1749 1 752 W9
Air required (cfm) 53 80 45 29
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
r~ wrlarstwcxrt- 2018-Jun-19 08:49:05
Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5
t7ReaganPointe7413BN\Lot7ReaganPointe7413BN rup Calc = MJ8 faces: SE
1 DEL -AIR Right-J® Worksheet
fluff=''"`'"°"m Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax 407.333-3853 Web: WWW DEL-AIR.COM
Job: Lot7ReaganPointe7413BN
Date: 6/19/18
By: JA
1 Room name mstr we msir bth
2 Exposed wall 3.0 it 20.5 it
3 Room height 9.0 it heat/cool 9.0 it heat/cool
4
5
Room dimensions
Room area
6.0 x 3.0 it
18.0 ftz
1.0 x 112.0 it
112.0 ftz
Ty Construction U-value Or HTM Area (fig Load Area (fig Load
number Btuh/fILOF) Btuh/ftz) or perimeter (it) Btuh) or perimeter (it) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vj/
j
12C-Osw Frm wall, st 0.0n ne 2.59 2.80 0 0 0 0 0 0 0 0
2A•2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0
2B-2fv 0 340 ne 9.89 2651 0 0 0 0 0 0 0 0
13A-7ocs Bilkwall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0
11 2B-2fv 0.340 ne 9.89 26.51 0 0 0_ 0 0 0 0 0
W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0
y! 12C-Osw Fnn wall, st 0.089 se 2.59 2.80 0 0 0 0 86 78 201 217
2A•2ov 0.340 se 9.89 25.03 0 0 0 0 0 0 0 0
I
G
2A-2ov 0.340 se 9.89 20.89 0 0 0 0 8 1 79 167
t-D
13A-7ocs Bilk wall, s 0.167 se 4.86 5.26 0 0 0 0 0 0 0 0
11DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0
Vj! 12C-Osw Frm wall, st 0.089 sw 2.59 2.80 27 27 70 76 99 99 256 277
G 2A-2ov 0.340 sw 9.89 20.87 0 0 0 0 0 0 0 0
W 13A-7ocs Bilk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0
I_3 1OC-v 0.340 sw 9.89 8.67 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 sw 1.43 2-67 0 0 0 0 0 0 0 0
12C-Osw Fria wall, st 0.089 nw 2.59 280 0 0 0 0 0 0 0 0
G
2A•2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0
13A-7ocs Elk wall, s 0.167 nw 4.86 5.26 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0
28-21v 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 nw, 1.43 2.67 0 0 0 0 0 0 0 0
P 12C•Osw Frm wall, r- 0 096 2.79 1.88 0 0 0 0 0 0 0 0
1 D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.76 1.42 18 18 14 26 112 112 85 159
F 2OP-191 0.050 1.45 0.73 18 18 26 13 63 63 92 46
F 2013-19t 0.050 1.45 073 0 0 0 0 49 49 71 36
F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 5 70
Envelope loss/gain 110 109 784 972
12 a) Infiltration 58 19 396 127
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 168 128 1180 1099
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 16B 128 1180 1099
15 Duct loads 1 24% 26% 40 33 24% 261/6 279 2Be
Total room load 207 161 1458 1387
Air required (cfm) 12 7 1 1 87 63
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
fi- wrlghtsoPt' 2018-Jun-19 08:49:05
Right -Suite® Universal 2018 18.0 13 RSU24011 Page 6
t7ReaganPoint e7413BN\Lot7ReaganPointe7413BN.rup Calc = MJ8 faces- SE
DEL --AIR Right-JO WorksheetDEL-AIR Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM
Job: Lot7ReaganPo1nte7413BN
Date: 6/19/18
By: JA
1 Room name util msir rm
2 Exposed wall 0 it 33.0 it
3 Room height 9.0 it heat/cool 9.0 it heat/cool
4 Room dimensions 7.0 x 6.5 it 1.0 x 243.5 it
5 Room area 45.5 ft2 243.5 ft2
Ty Construction U-value Or HTM Area (fig Load Area (fig Load
number Btuh/ft2-*F) Btuh/fIg or perimeter (it) Btuh) or perimeter (fl) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 12C•Osw Frm wall, st 0.089 ne 2.59 280 0 0 0 0 153 145 376 406
2A-2ov 0.340 ne 989 22.45 0 0 0 0 0 0 0 0
2B-2fv 0.340 ne 9.89 2651 0 0 0 0 8 0 79 212
y 13A-7ocs Blk wall, s 0.167 ne 4.86 5.26 0 0 0 0 0 0 0 0
1 1 L 2B-2fv 0.340 ne 989 26.51 0 0_ 0 0_ 0 0 0_ 0G
W
W,
16B-19ad
12C-Osw Frm wall, st
0.049
0.089
ne
se
1.43
2.59
2.67
2.80
0
0
0
0
0
0
0
0
0
144
10
113
14
292
27
316
I- 2A•2ov 0.340 se 9.89 25.03 0 0 0 0 31 4 309 781
1 2 2A-2ov 0.340 se 9.89 20.89 0 0 0 0 0_ 0 0
IN 13A-7ocs Blk wall, s 0.167 se 4.86 5.26 0 0 0
0
0 0 0 0 0
11DO
16B-19ad
0.390
0.049
se
se
11.35
1.43
12.11
2.67
0
0
0
0
0
0
0
0
0
11
0
11
0
16
0
29
L-p
W
12C-Osw Frm wall, st 0.089 sw 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 sw 9.89 20.87 0 0 0 0 0 0 0 0
13A-7ocs Blk wall, s 0.167 sw 4.86 5.26 0 0 0 0 0 0 0 0
10C-v 0.340 sw 9.89 8.67 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 10 10 14 27
12C-Osw Frm wall, st 0.089 nw, 2.59 2.80 0 0 0 0 0 0 0 0
2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0
2A-2ov
13A-7ocs BIk wall, s
0.340
0.167
nw
nw
9.89
4.86
22.45
5.26
0
0
0_
0
0
0
0
0
0
0
0_
0
0
0
0
0
2A-2ov
2B-2fv
0.340
0.340
nw
nw
9.89
9.89
22.45
26.51
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
W
P
16B-19ad
12C•Osw Frm wall, r-
0.049
0.096
nw 1.43
2.79
2.67
188
0
0
0
0
0
0
0
0
11
0
11
0
16
0
29
0
L-D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0
C 1613-38ad 0.026 0.76 1.42 46 46 34 65 244 244 184 345
F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0
F 2OP-19t 0.050 1.45 0.73 46 46 66 33 244 244 354 177
F 22A-lpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 27 235
Envelope loss/gain 101 70 1654 2585
12 a) Infiltration 0 0 727 234
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 600 600
Subtotal (lines 6 to 13) 101 670 2381 3648
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 101 670 2381 3648
15 Duct loads 1 24% 261/6 24 176 24% 26% 563 956
Total room load I 124 846 2944 4605
Air required (cfm) 1 1 7 39 1 1 176 210
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrlghtsol't' 2018-Jun-19 08 49 05
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17ReaganPointe7413BN\Lo17ReaganPointe74138N.rup Calc = MJ8 faces: SE
DEL -AIR Duct System Summary Job: L19/18
ganPointe74136N
ranc - = CONUUMMG
Date: 6/9/18
Entire House By: JA
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM
For: David Weekley Homes
2940 Gipper Circle, Sanford, FI 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H 20
0.170 / 0.170 in H2O
0.261 in/100ft
1333 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.261 in/100ft
1333 cfm
130 ft
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bdrm 2 c 2454 106 112 0.308 6.0 Ox 0 VIFx 25.4 85.0 SO
bdrm 3 c 1749 53 80 0.322 6.0 Ox 0 VIFx 20.5 85.0 SO
bth 2 h 390 23 16 0.324 4.0 Ox 0 VIFx 19.9 85.0 SO
dining h 2978 178 152 0.268 7.0 Ox 0 VIFx 32.0 95.0 st2
family h 4462 266 253 0.295 9.0 Ox 0 VIFx 20.2 95.0 st2
kitchen h 2046 122 111 0.287 6.0 Ox 0 VIFx 23.5 95.0 st2
mstr bth h 1458 87 63 0.268 6.0 Ox 0 VIFx 26.8 100.0 st3
msir rm c 4605 176 210 0.269 8.0 Ox 0 VIFx 26.5 100.0 st3
msir we h 207 12 7 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3
mstr wic h 752 45 29 0.261 4.0 Ox 0 VIFx 30.1 100.0 st3
pwdr h 1224 73 32 0.283 5.0 Ox 0 VIFx 25.2 95.0 st2
retreat c 2549 92 116 0.348 6.0 Ox 0 VIFx 12.8 85.0 SO
retreat -A c 2549 92 116 0.350 6.0 Ox 0 VIFx 12.0 85.0 SO
util c 846 7 39 0.272 4.0 Ox 0 VIFx 24.8 100.0 st3
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
SO Peak AVF 694 787 0.261 563 16.0 0 x 0 VinlFlx
st3 Peak AVF 327 348 0.261 638 10.0 0 x 0 VinlFlx SO
st2 Peak AVF 639 546 0.268 598 14.0 0 x 0 VinlFlx
wrightsoR- 2018-Jun-19 08:49:06
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Return Branch Detail Table
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbi Ox 0 1333 1333 0 0 0 0 Ox 0 VIFx
wrightsoft- 2018-Jun-19 08 49 06
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A...l7ReaganPointe74138N\Lot7ReaganPointe7413BN.rup Calc - MJ8 faces SE
2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot7ReaganPointe7413BN Builder Name: David Weekley Homes
Street: 2940 Gipper Circle Permit Office:
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction- 691000
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
requirements Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or Floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
Floors) of sheathing, or continuous insulation installed on
the underside of Floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler cover plates and walls or ceflencis.
a. In addition, inspection of log walls shall be in accordance with the provisions of ]CC-400.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCSB v6.0
6/19/2018 9:17:23 AM Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot7ReaganPointe7413BN Builder Name. David Weekley Homes
Street: 2940 Gipper Circle Permit Office -
City, State, Zip: Sanford , FL , 32773 Permit Number -
Design Location: FL, Sanford Jurisdiction: 691000
Cond. Floor Area.: 1952 sq.ft. Cond. Volume. 17810 cu ft.
Envelope Leakage Test Results
Regression Data:
A n:
Single or Multi Point Test Data
R:
HOUSE PRESSURE FLOW:
1 Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm
Leakage Characteristics
Required ACH(50) from
FORM R405-2017 :
Tested ACH(50) * :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building must have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an
approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirpRte9ts in
accordance with Section R40 .4.1.2.
SIGNATURE:
PRINTED NAME:
5
DATE: ' _1n 0
Testing shall be conducted by either
individuals as defined in Section
553.993(5) or (7), Florida Statutes or
individuals licensed as set forth in
Section 489.105(3)(f), (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
y0
11tE SrgTB
k 0,00 WE A
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 2940 Gipper Circle Permit Number:
Sanford , FL , 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5
MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying Fluids above 105°F (41'C)
or below 55'F (13'C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heal trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complian Page 2 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100"F to 140"F (38"C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar
water -heating systems should meet the following criteria.
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/walt 90
Bathroom, utility room 90 2 8 cfm/watt Any
For SI. 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5
MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4 8'C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
6/19/2018 9:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
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RECORD COPY
PLOT PLAN
LEGAL DESCRIPTION:
LOT 7, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIEDTO:
DAVID WEEKLEY HOMES
t St. Johns River Water Management District SB = Set BackS,
Elevadons as shown hereon are referenced to the North as shown hereon are from the lot specific
American Vertical Datum of 1988 (NAVD 88). as established site plan as provided by the client
from National Geodetic Benchmark'F 711-, published
elevation of 127.95 feet.
This elevation note per plat)
0 H 01 r: •o iiff^ f s :;::
01 • k yrl . Lo,4i :•i
r
JUL 19 ,Loi 5.. .
000
Ok to construct single family home
with setbacks and impervious area
shown on plan. Is e q!r
2940 GIPPER CIRCLE,
SANFORD, FL 32773
Area Calculations
Total Lot Area= 3.243 sq ft (100%)
n .r
ace •
1
aar•rai / .
2940 GIPPER CIRCLE, SANFORD, FLORIDA 32773
This is NOT a Boundary Survey
C59
R=75.00'(P)
L=26.54'(P)
A=20e 16'34"(P)
Chord Bearing=
S 09a57'22" W 26.40'(P)
C60
R=75.00'(P)
L=27.18'(P)
A=20"45'50"(P)
Chord Bearing=
S 30e28'34" W 27.03'(P)
S
L1
Lry9e S 40e51'28" W 13.41'(P)
o! 49
60 b.
i
ei
rp
Impervious Area in Square Feet:
Total House Foot Print = 1,127 sq ft (35%)
Total Porch and Deck/Lanai = 164 sq ft (05%)
Total Driveways = 323 sq ft (10%)
Total Walkways = 43 sq ft (01%)
Total A/C Pads = 16 sq ft (0.5%)
Total Out Buildings = 00 sq It (00%)
Total Pool Deck Surface (Not Including Water Surface = 0.000 sq ft (00%)
Total Total Pool Water Surface = 0,000 / 2 0,000 sq It (00%)
Elevations are based on
civil grading plans.
Lot is Type "A" Grading Plan
UE - Utility Easement
Field Date: 6/18/2018 Date Completed: 06/18/18
Drawn By: G.S. File Number.IS-48559 PP
Legend Legend-
C Calculated Point of Cervahre
Con &IIM Pg. . Page
8 Concrete Block PI - Point of Intersection
CM Concrete Mmumerd P.O B. - Point of BeginningConc. Concrete P.O.L - Point on Una
D 0ascrlptlon PP - Power Pita DE
Drainage Easement PRM - Permanent Reference Esmt
EOtemem Monument F.
C.M.A - Federal Cmergency PT - Point of Tangency Management
Agency R - Radius FFt
Finished Floor Wevatlon Rod. - Radial Fnd.
Found R&C - Reber 6 Cep IP
Iron Pipe Rea - Recovered L
Length (Are) Rfd. - Roofed M
Measured Set - Set 'A' Rtlbar 6 NdD
NOB 8 Disk Reber Cap'LB 7623' N.
R. Non-Redlal Typ. - Typical ORB
Official Recsords Book UE • Utfilty Easement P
Plat WM - Water Male, P.
B Plat Book A - Delta (Central Artie) 0-
Wood Fence 40— - Chain Link Fence r
U'
It
PC
Located O•
n Lot e 6
al =
Proposed Elevation Survey
is Eased upon the Legal Description Supplied by Client. Abutting
Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hlatus. Subject
to any Easements and/or Restrictions of Record eearing
basis shown hereon, Is Assumed and eased upon the line Denoted with a Building
Ties are NOT to be used to reconstruct Property Unes. Fence
Ownership is NOT determined. RoW
Overhangs, Underground Utilities and/or Foot en have NOT been located UNLESS oth—
st, noted. Septic
Tanks and/or Drainfleld locations are approximate and MUST be verified by appropriate
Utility Location Companies. Use
of This Survey for Purposes other than Intended, Without Written Verification, Will be at
the Users Safe Risk and Without Liability to the Surveyor Nothing Hereon shall be Construed
to give ANY Rights or Benefits to Anyone Other than those Certified. POINISOF
INTEREST- PROPOSED
DRIVEWAY OVERLAPS EAST EASEMENT Doeu3lgned
by: my
T. JML4.14J B10ED83FCAE8/
E8. 1
f15
36-, ce
tby
C"dify that this Boundary Survey of the above Described Pmporty Is- 1
Carted to Ina Bost of my KnoMuclUts and Btdluf as remtny Staveyw r
my Direction on the Data Shown. Based on Informef on furtdshed to Me otcd
and Conforms to the Standards of Pro llao for Land Survoyh r
State of noddy In o0cordanat with Chapter S-17.052 nortda nlsualhre
Codes. Pursuant 9.Se,£lon 472,027 Florida Statutes. Patrick
K. Ireland . xaRhaR 6637 LB 762: This
Survey is Intend Y use of Said Certified Parties This
Survey NOT VALID Ut,L gild Embossed With Su ap%Seal Ireland
It Associates Surveying, Inc. 1301
S. International Parkway Suite 2001 Lake
Mary, Florida 32746 www.
irelandsurveying.com Office-
407.678.3366 Fax407.320.8165
R'WkWhYial Load Demand
General Method
1952 square feet X 3VA = 5856 VA
Small appliance load 3000 VA
Laundry 1500 VA
total 10,356 VA
First 3000VA (LD 100% 3000 VA
Remaining @ 35%................2575 VA
total 5575 VA
Dryer 5000 VA
Disposal 650 VA
Dishwasher 1200 VA
Refrigerator 720 VA
Water Heater 4500 VA
Range. 8000 VA
Heat 8000 VA
Micro. 1200 VA
total 34,845 VA - 240V= 145 amps= 150 amp service
Model 7413
Contractor David Weekley Homes
Subdivision Reagan's Point
County Seminole
City Sanford
James Lanier
EC 0002989
Office # 407-933-7771
eu coti
a
q
F0h't)
18- 3053
RECORD COPY
D City of Sanford
Building and Fire Prevention
Product Approval Specification For UI Q/
0
Permit # # 1 8- 3 0 53
Project Location Add
Sat vpof,
s27nl
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuild ina.ora. The
following information must be available on the jobsite for inspections: 1.
This entire product approval form 2.
A copy of the manufacturer's installation details and requirements for each product. Category /
Subcategory Manufacturer Product Florida Approval # Description
include decimal) 1.
Exterior Doors Swinging
Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass
Single Door - Inswing/
Outswing (X - Configuration)
Plastpro
Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass
Single Door utilizing Snap
Frame" Glazing - Inswing/
Outswing (X - Configuration )
Sliding
MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI
Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional
Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide.
Amarr
Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16'
wide. Roll
Up Automatic
Other
2.
Windows June
2014
Single Hung Silver Line by Anderson Extruded Vinyl Single Hung
Window
FL# 19715
Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider
Window w/ Nailing Fin
FL# 14994
Casement
Double Hung
Fixed Silver Line by Anderson Extruded PVC Picture Window
w/Nailing Fin
FL# 14918.2
Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding James Hardie Building
Products, Inc.
Hardie Plank, Cemplank fiber-
cement lap siding
FL# 13192.2 R3
Soffits James Hardie Building
Products, Inc.
HardieSoffit Panels, Cemsoffit
Panels; fiber -cement soffit panels
FL# 13265.1 R-2
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2
4. Roofing Products
Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab,
laminated, 5-tab and hip/ridge
asphalt shingles
FL# 10124-1115
Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
June 201=4
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent I FL# 16568-R1
Other
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates MiTek MT20 FL# 2197-R5
Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7
Insulation Forms
Plastics
Deck / Roof
June 2014
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name _Tracy Wiggers_
Please Print)
June 2014
ALPINE
MCG Nwry
hn I_F^rMnf;^ la
omen, vAccu-Span Truss Company Job Number. 21192
ascription: 7413 - B /7413 - B -David W eekley Homes
ass: LOT 7 REAGAN POINTE City, State, Zip:
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
Phone: (800)755-6001
alpineitw.00m
Name, Address and License # of Structural FOR if one exists for the building:
Name: I License #.
Address: City, State, Zip:
State:
Job Engineering Criteria:
Design Code: FBC2017RES View Version: 17.02.01.1114.20 JRef #. 1 W bT4080013
Wind Standard: ASCE7_10 Wind Speed (mph) • 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psO: 40.00-10.00- 0.00-
5.00 5.00
This package contains a job notes page, 42 truss drawings and 2 details.
Item Seal # Truss
1 166.18.0548.01754 Al
3 166.18 0548.01224 A3
5 166.18.0548.01115 A5
7 166.18.0548.00803 B1
9 166.18.0548.01443 B2
11 166.18 0548.01615 B4
13 166.18.0548.00693 B6
15 166.18.0548.01583 B8
17 166.18.0548 00974 E.15
19 166.18.0548.01520 EJ7
21 166.18.0548.01598 EJ713
23 166.18.0548.00990 CJ3
25 166.18.0548.01270 HJ3
27 166.18.0548.01568 HJ7
29 166.18.0548.01208 F01
31 166.18.0548.00849 F03
33 166.18.0548.00415 F04
35 166.18.0548.01926 F05A
Florida Certificate of Product Approval #FL1999
Item Seal # Truss
2 166.18.0800.27187 A2
4 166.18.0548.00430 A4
6 166.18.0548.00975 A5A
8 166.18.0548.01005 B 1 A
10 166.18.0548.00663 B3
12 166.18.0548.00506 B5
14 166.18.0548.01552 B7
16 166.18.0548.00740 EJ3
18 166.18.0548.00678 EJ5A
20 166.18.0548.00632 EJ7A
22 166.18.0548.00958 CJ1
24 166.18.0548.01442 CJ5
26 166.18.0548.00413 HJ5
28 166.18.0800.32090 FG1
30 166.18.0548.00788 F02
32 166.18.0548.01147 F03A
34 166.18.0548.Q1785 F05
36
Phis docu
166.1 8.0548.0tblrbrti u
ment has been electronicaop
O6 Digital Signature. arvitea
wteoDfea out an orfrdnal agnawm moat
be
V
verdied using the original electronic
version.
ttlYtl,
ti
No.7Mt
STATE OF 14
4OR1D fr
v
SS ONAI.
06/ 15/2018
Printed 6/15/2018 8:46:03 AM
Alpine, an ITW Company
6750 Forum Drive, Suite 305
Orlando, FL 32837
NE Phone: (800)755-6001
ALPINE alpineitw.com
Site Information:
Customer: Accu-Span Truss Company Job Number., 21192
Job Description: 7413 - B /7413 - B -David W eekley Homes
Address: LOT 7 REAGAN POINTE City, State, Zip:
Item Seal # Truss
37 166.18.0548.00429 F07
39 16618.0548.01255 F09
41 166.18.0548.00679 F11
Item Seal # Truss
38 166.18.0548.00819 F08
40 166.18.0548.00820 F10
42 166.18.0548.00991 F12
This document has been alectronica0y
signed using a Digital Signature. Printed
copies without an original signature must
be verified using the original electronic
Version.
1111
GENSf ••..'
ti
No.70861 t
A
STATE OF 1
SS ONAI. E
06/ 15/2018
Florida Certificate of Product Approval #FL1999 Printed 6/15/2018 8:46:03 AM
Job Number: 21192 Ply. 1 SEON: 148247 / T5 / COMN Cust: RR408 JRef• 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Ory: 2 FROM. CH DrwNo: 166.18.0548.01754
Truss Label: Al KM / BAF 06/15/2018
7" 15' 22'S"4 30'
TTS"4 + T5'4 + T6'12 6"12 + , II4p6
30'
1'
4- 10, 10' 10, 1'4' Loading
Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL:
20.00 Wind Std: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# TCDL:
7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 BCLL:
0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.245 H 999 240 BCDL'
10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - Des
Ld: 37.00 EXP:
B HORZ (TL ) 0.063 H - - Code /
Misc Criteria NCBCLL: 10.00 Mean
Height: 23.49 fl TCDL:
4.2 psf Creep Factor. 2 0 Soffit:
2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.474 Load
Duration: 1.25 MW FRS Parallel Dist. h/2 to h TPI Std: 2014 Max BC CSI: 0 955 Spacing:
24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0 289 Loc.
from endwall: not in 9.00 ft FT/RT.20(0)/10(0) GCpi:
0.18 Plate Type(s): VIEW
Ver. 17.02.01A 1114 21 WindDuration: 1.60 WAVE Lumber
Top
chord 2x4 SP #2 Dense Bot
chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs
2x4 SP #3 Loading
Truss
passed check for 20 psf additional bottom chord
live load in areas with 42'-high x 24"-wide clearance.
Wind
Wind
loads based on MWFRS with additional C&C member
design. E
o.
7.os SAT
D `
F
co '
si ON AL 06/
15/2018 N
io
19'
8"12 Maximum
Reactions (Ibs) Loc
R /U /Rw /Rh /RL /W B
1306 1144 / 637 / - 1180 / 4 0 F
1307 /144 /637 /- /- /4.0 Wind
reactions based on MW FRS B
Min Brg Width Req = 1.5 F
Min Brg Width Req = 1.5 Bearings
B 8 F are a rigid surface. Members
not listed have forces less than 375# Maximum
Top Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens Comp B -
C 455 - 2182 D - E 468 -1968 C -
D 468 -1967 E - F 455 - 2184 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp. B -
1 1878 - 299 H - F 1879 - 320 I-
H 1258 -138 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. I -
D 757 -146 D - H 759 -146 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fa rica i h ndlinqq shipping installing and bracjng. , Refer to and follow the latest edition of BCSI (Building Component
Safety Information, by TPI pnC S CA) fb sa etya practices pnor to pe orming these functions. Installers shall pprovide terhporarV bracingperBGSI. Unless noted otherwise top chord shall h ve properly attached structural sheathinq and bottom hord stlall havQ a proQe y attachedrigidceilingLocationsshownforDermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 67 or 810, as
applicable. Apply tat s to each face. of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to drawings
160A-Z for &lard plate positions. ALPINE AlpinQ,
a division of ITW Buildinq Components Group In,, shall not be responsible for any deviation from this drewin anY failure to build the µ,,,,,C truss
In conformance with ANSI 1, or for handling shipping, instpllation and bracing of,trussesA Seal on this d&Zir g or cover page , , 2a00 Lake Orange Or. listingthisdrawingIndicatesacceptanceofpro' essionai gngmeerinq responsibillt solely for the desi n shown. The suitability 2400 Lake and
use or this aC awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite For
more mformauon see thisfob's general notes page and these web sites' ALPINE www al meaw com; TPI www tpmsl oig; SSCA: www.sbandustrry com: ICC• www.,c safe org Orlando FL, 32837
Job Number: 21192 Ply. 1 SEON: 148248 / T40 HIPS Cust: R408 JRef: 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Dty: 2 FROM: CH DrwNo. 166.18.0800.27187
Truss Label: A2 KM / WHK 06/15/2018
1'8 30' E,628
10'823'
6'10'8 6't'8 4' 6'1 B 6'10"8
0
rD
19
N4XX6 //l4E6
30'
a• , 6'9'a + s z 12 + a' + 6712--6'9.4
669•4 13' 1T 23712 30'
Loading Criteria (psf)
TCLL: 20.00
TCDL: 700
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 -
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.99 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to In
CSC Dist a: 3.00 It
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42•-high x 24•-wide
clearance.
Wind
Wind loads based on MWFRS with additional CSC
member design.
a
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf: NA Ce. NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code' FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.125 J 999 240
VERT(TL)- 0.435 J 999 240
HORZ(LL): 0 046 D - -
HORZ(TL): 0.103 D
Creep Factor. 2.0
Max TC CSI: 0.503
Max BC CSI: 0.758
Max Web CSI: 0.596
VIEW Ver. 17 02.01A.1 114.20
pig H.
4
f
o. 708 1
SAT
1
ke, •
co _ N AL ENU
06/ 15/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1280 / 146 1641 / - / 160 / 4 0
G 1280 / 146 1641 / - / - / 4.0
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
G Min Brg Width Reg = 1.5
Bearings B S G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - C 503 - 2154 E - F 446 -1644
C - D 446 -1644 F - G 503 - 2155
D - E 430 -1396
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - L 1858 - 346 J - 1 1856 - 371
L - K 1855 - 347 I - G 1859 - 371
K - J 1396 - 207
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - K 188 - 598 E - J 430 - 73
D - K 429 - 73 J - F 188 - 599
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating h ndlinq shipping ingtalling and bracing. , Refer to and follow the latest edition of BCSI (Building
Safery Information, by TPI an S CA) sate pracuces poor to pe orming these functions. Installers shall Provide terhporarryVBaSl. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom hord mall have a proefly lid
ceiling Locations shown for permanent lateral restraint Of webs shall have brae ncq nstalled per BC`I sections B3. 87 or 10, le.
Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Defer to 60A-Z
For standard plate positions. any from
this
drawin as failure to build the Seal onthisdrwirlgorcoverpageforthe
desjgn shown. The suiTability ALPINE INE
wmvok•rnr
6750 Forum
Drive Suite 305
Orlando FL,
32821
Job Number: 21192 Ply 1 SEON: 148249 / T44 / HIPS Cust: RR408 JRef: 1WbT4080013
7413 - B (7413 - B -David Weekley Homes Oly: 2 FROM: CH DrwNo 166.18.0548 01224
Truss Label: A3 SN / OF 06/1512018
5'9"4 11' 19, 24'2"l2 30'
5'9"4 5'2" 12 8' 5'2" 12 574
a 5X6 v 5X6
D E
30'
1'4' 87 6'9" 67 8'3' 14"
8'3" 15' 21'9" 30'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Sid: ASCE 7-10
TCDL: 700 Speed, 139 mph
BCLL: 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
EXP. B
Des Ld: 37.00
Mean Height: 22.49 ft
NCBCLL: 1000 TCDL: 4.2 psf
Soffit: 2.00 BCDL: 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h
Spacing: 24.0 ' CSC Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pq.Pf in PSF) Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Pf: NA Ce: NA VERT(LL): 0.085 J 999 240
Lu: NA Cs: NA VERT(TL): 0.232 J 999 240
Snow Duration: NA HORZ(LL)- 0.035 1 - -
HORZ(TL): 0.066 1
Code I Misc Criteria Creep Factor. 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.690
TPI Sid: 2014 Max BC CSI: 0.695
Rep Factors Used: Yes Max Web CSI. 0.158
FT/RT:20(Ov10(0)
Plate Type(s):
WAVE VIEW Ver 17.02.01A.1114.21
06/ 15/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 1215 / 148 / 642 / - / 139 / 4.0
G 1215 /148 /642 /- /- /40
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
G Min Brg Width Reg = 1.5
Bearings B & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp Chords Tens. Comp
B - C 535 - 2019 E - F 1 523 -1825
C - D 524 -1825 F - G 534 - 2019
D - E 464 -1464
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - K 1746 - 382 J - 1 1417 - Z87
K - J 1417 - 266 1 - G ' 1746 - 406
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
K-D 415 -75 E-I 415 -74 1,
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa ricatinqq, handlinqg shippin installing.and bracing. Refer to and follow the latest edition of SCSI (Building
Component Safety. Information, byy TPI and SBCA) tb safety (ractices pnor to performing these functions. Installers shBII Drovide terhporarY
bracing per BGSI. Unless noted otherwise top chord shall have proper)Yy attached structural sheathing and bottom Nord shall have a pro
attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing Installed per BC91 sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to
ALPINEdrawings160A-Z for standard plate positions.
Alping, a division of ITW Buildingq omponents Group Int shall not be responsible for any deviation from this drawin. anX failure to build the w,rrwmvua
truss in cpnformance with ANSIlf 11, or ffor handling. s ippinq, installation and bracing of trussesA Seal on this dr wi g or cover page 13723 Riverpor DrivelistingthisdrawingIndicatesacceptanceofpro) essionar engineering responsibilitysolely for the des)gn shown. The suld? Ility anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigerperANSIITPI15ec.2. Suite 200 For
more information see this iolYs general notes page and these web sites ALPINE www el ineitw com. TPI w t inst org. SBCA www sbandust mm: ICC w iwafe org Maryland Heights, MO 6304
Job Number: 21192 Ply.1 SEQN: 148250 / T9 / HIPS Cust. RR408 JRef: 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty: 2 FROM: CH DrwNo. 166.18.0548.00430
Truss Label: A4 SN / OF 06/15/2018
4'9'4 9'25'2"12 30'
4'9"4 4'2"124'2"12 4'9"4
5X6 1112X4 = 5X6
D E F
12
6 p a2X4 92X4
C
o
G I
B H 1AI
3X6(A 1) __ 3X4 = SX8 — 3X4 3X6(A 1)
30'
1 4" 9' 6' 6' 9' 1'4
9' 15' 21' 30'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT, NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.102 E 999 240 B 1215 1276 / 639 / - / 119 / 4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.278 E 999 240 H 1215 / 276 / 639 / - / - / 4.0
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.038 J - - Wind reactions based on MWFRS
EXP: B HORZ TL : 0.070 JDesLd: 37.00 ( ) B Min Br Width Re 1.59g =
Mean Height, 21.99 ft Code I Misc Criteria CreepFactor. 2.0NCBCLL: 00 H Min Brg Width Reg = 1.5
TCDL: 4.2 psf
2. Bldg Code: FBC 2017 RES Max TC CSI: 0.346Soffit: 2.00
Bearings B 8 H are a rigid surface.
BC DL: 5.0 psfBC
Load Duration: 1.25 FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.750
Members not tested have less than 375#
Spacing:24.0' C&C Dist a: 3.00 it Rep Factors Used. Yes Max Web CSI. 0.149
Maximum Top Chord Forces Per Ply (Ibs) Forces
Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi• 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 B C 569 -2038 E - F 577 -1864
C-D 516 -1799 F-G 515 -1799
Lumber D - E 577 .1864 G - H 569 - 2038
Top chord 2x4 SP #2 Dense
Bet chord 2x4 SP #2 Dense Maximum Bet Chord Forces Per Ply (Ibs) Webs 2x4 SP #3
Chords Tens.Comp. Chords Tens. Comp.
Wind B - L 1772 -420 K - J 1566 -333
Wind loads based on MWFRS with additional C&C L - K 1566 -309 J - H 1772 -444
member design.
t„plrtitglrlyr
10.708
a
S T O
s O'i ;- A- A
co ON
06/ 15/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reqquire exVeme care in fabricating, handlinqg shipping in%alling.and bracing. , Refer to and follow the latest edition of BCSI (Building
Com,ponenf Safety Information, byY TPI and SBCA) tar safety practices nor to a onnen these functions. Installers shall pprovede tern orarybracingperBGSIUnlessnotedolherwise,top chord shall have properiypattached structural sheathing and boltom 4horn;i5all have a progenyattachedngidceilingLocationsshownForpermanentlateralrestraintbfwebsshallhavebracininstalledperBC51sectionsB3, B7 or 910, _
as applicable AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Defer todrawings160A-Z for standard plate positions. ALPINE^
Alpine, a division of ITW Building CComponQnts Group InC shall not be responseble for any deviation from this drpwing,anY failure
drawl
to build the wm m urtrussencpnfonnancewtthANSIgPl1, or for handling shipping, enst Ilateon and bracing of truss Seat on the; or cover page, , 13723 Riverport Dnve
listing thts drawin indicates acceptance of proTessronar Qn ngerinq responsebility solely for the desiggn shown. The suiCabelrty Suite 200anduseofthis awing for any structure isthe responsibi it o the Building Desigrier per ANSI/TPI 1 Sbc.2.
t inst o; SBCFormorenformabonseethisob's enerel notes a and these web sites ALPINE www al neitw com: TPI: www A www.sbandust io
Maryland Heights, MO 63043com. ICC www safe.o
Job Number: 21192 Ply 1 SEON: 148273 / T16 I HIPS Cust: RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oly: 1 FROM: CH DrwNo. 166.18.0548 01115
Truss Label: A5 SN / OF 06/15/2018
7' 15,
5.10"1 8'
5X6 = 3X4
C D
2T6
r
T1
0
it 103X8
T
e
A
4X6(A1) r2X4 =7X8
30'
1'4" 4'2"8 6'9'B 8'
42'8 11' 19'
23' 30'
8' 7'
m 6X6
E
W
T
n;7
G
7X8
B3 %
4X10 = XX10(C8)
6'9'8 4'Y8 1'4:_j
25'9 11 30'
Loading Criteria (psf)
l
Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.185 D 999 240 L 1492 / 324 / - / - / - 4.0
BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0.502 D 999 240 F 3014 1540 / - / - / - 4 0
BCDL, 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0.050 H - - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: B HORZ TL : 0.093 H L Min B Width Re 1.8r9Q =
NCBCLL: 10.00
Mean Height: 21.49 It
Code I Misc Criteria Creep Factor. 2.0 F Min B Width Re 3.6r90 =
Soffit: 2.00
TCDL:
5.0
psf
BCDL: 5.0 psf Bldg Code: FBC.2017 RES Max TC CSI: 0.773 Bearings L 8 F are a rigid surface.
Load Duration: 1.25 MW FRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.715
Members not listed have forces less than 375#
Spacing: 24.0' C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.533
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft 00FT/RT:20/10 Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 B - C 530 -2708 D - E 652 -3690
C - D 563 -3042 E - F 964 -5816
Lumber
Top chord 2x4 SP #1 Dense :T1 2x4 SP #2 Dense: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 :B3 2x6 SP SS:
Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W6 2x4 SP #2 Dense:
Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. B - K 2367 -448 1 - H 3513 -649
Special Loads
K - J 2268 -477 H - F 515B -840
J-1 3636 -740
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.33 to 56 plf at 25.73
TC: From 28 plf at 25.73 to 28 plf at 26.94 Maximum Web Forces Per Ply (Ibs)
TC: From 56 pIf at 26.94 to 56 plf at 31.33 Webs Tens.Comp. Webs Tens. Comp.
BC: From 4 plf at -1.33 to 4 plf at 0.00
C - J 1023 -114 I - E 579 -4
BC: From 20 plf at 0.00 to 20 pIf at 25.73
BC: From 10 pIf at 25.73 to 10 plf at 26.94 J - D 234 - 787 E - H 2622 - 3D5
BC: From 20 pIf at 26.94 to 20 plf at 30.00
BC: From 4 pIf at 30.00 to 4 plf at 31.33
BC: 1813 lb Conc. Load at 25.73ptn>trnuNrrrpr r BC: 309 lb Conc. Load at 26.94,
4Wind
Wind loads and reactions based on MWFR ES #a. ••\G Sr
i 0.708 ^_
S AT O Q
4
CO
06/15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fa ricatinq, handling, shiDpin installing and bracing. Refer to and follow the latest edition of BCSI ((BuildingComponentSafetyInformation, by TPI and SBCA) fbi safety ractices poor to perfofming these functions. Installers shall provide terhporarY _ bracing
per BGSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom horJ shall hay% a prope y attachedrigidceilingLocationsshownforpermanentlateralrestraintproperlywebsshallhavebracinginstalledperBC91sectionsB3. B7 or 810, as
applicable. Apply plates to each face of truss and position as shown above and on the JolnfDetalls, unless noted otherwise. kefer to ALPINE
drawings160A-Z for standard plate positions. AlpinQ,
a division of ITW BuildingqComponents Group In,,. shall not be responsible for any deviation from this drawing,any failure to build the , . truss
in conformance with ANSI/TPI 1, or ffor handling, shipping, installation and bracing o trussgsA Seal on this drawing or cover pa e , • 13723 Riverport Drive listingthisdrawingindicatesacceptanceofproTessronaienIneringresponsibilitysolelyrthedesignshown. The sN itilrtySuite 200 anduseofthisrd7raw!ng for any structure is the responsibilit o the building Desig er per ANSVTPI 1 Sec.2. For
more information see this ob's general notes a and these web sites, ALPINE www al ineirw oom: TPI, www t nst o : SBCA: www.sbcindust oom. [CC: www iocsale o Maryland Heights, MO 6304
Job Number: 21192 Ply: 1 SEQN: 148270 1 T10 / HIPS Cust: RR408 JRef' 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo: 166.18 0548.00975
Truss Label: A5A SN / OF 06/15/2018
1' 7' 1111"7 17'10"13 23' 29' 30''
6, 4.11 5' 11 "7 0-3 6. 11
6X6 1112X4 =
3X4 =
6X6
C D T2 E F
30'
1'I I "3 _I 6715 4'11"7
0'
I.144" 5211+ _
360"423'2 T Loading
Criteria (
psf) TCLL: 20.
00 TCDL: 7.
00 BCLL: 0.
00 BCDL: 10.
00 Des Ld:
37.00 NCBCLL: 10.
00 Soffit: 2.
00 Load Duration:
1.25 Spacing: 24
0 " Wind Criteria
Wind Sid:
ASCE 7-10 Speed: 139
mph Enclosure: Closed
Risk Category:
II EXP: B
Mean Height:
21.49 it TCDL: 4.
2 psf BCDL: 5.
0 psf MWFRS Parallel
Dist. 0 to h/2 C&C
Dist a: 3.00 it Loc. from
endwall. not in 4 50 it GCpi: 0.
18 Wind Duration:
1.60 Lumber Top
chord
2x4 SP #1 Dense :T2 2x6 SP #2: Bot chord
2x6 SP SS Webs 2x4
SP #3 Special Loads
Lumber Dur.
Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From
56 pIf at -1.33 to 56 plf at 7.00 TC: From
28 pIf at 7.00 to 28 plf at 23.00 TC: From
56 pIf at 23.00 to 56 plf at 31.33 BC: From
4 plf at -1.33 to 4 plf at 0.00 BC: From
20 plf at 0.00 to 20 plf at 7.03 BC: From
10 pIf at 7.03 to 10 pIf at 22.97 BC: From
20 plf at 22.97 to 20 pIf at 30.00 BC: From
4 plf at 30.00 to 4 pIf at 31.33 TC: 384
lb Conc. Load at 7.03,22.97 TC: 169lb
Conc Load at 9.06,11.06,13.06,15.00 16.94,
18.94,20.94 BC: 478
lb Conc. Load at 7.03,22.97 BC' 127lb
Conc. Load at 9.06,11 06,13.06,15.00 16.94,
18.94,20.94 Wind Wind
loads
and reactions based on MWFRS. Snow Criteria (
Pg,Pf In PSF) Pg: NA
Ct' NA CAT: W Pf: NA
Ce: NA Lu: NA
Cs' NA Snow Duration-
NA Code i
Misc Criteria Bldg Code:
FBC 2017 RES TPI Std:
2014 Rep Factors
Used: Yes FT/RT:
20(0)/10(0) Plate Type(
s): WAVE. HS
Def11CSI Criteria
PP Deflection
In loc L/defl L/# VERT(LL):
0.275 D 999 240 VERT(TL)'
0.743 D 700 240 HORZ(LL):
0.0691 - - HORZ(TL):
0.128 1 Creep Factor
2.0 Max TC
CSI: 0.793 Max BC
CSI: 0.604 Max Web
CSI. 0.745 VIEW Ver.
17.02.01A.1114.21 J i
o. 708
1 o• S
AT O. Q A COA
io&
ONAI.EN,,a 06/ 15/
2018 Maximum Reactions (
Ibs) Loc R /
U / Rw / Rh / RL / W B 2811 /
678 /- /- /- /40 G 2811 /
678 /- /- /- /4.0 Wind reactions
based on MWFRS B Min
Brg Width Req = 3.3 G Min
Brg Width Req = 3.3 Bearings B &
G are a rigid surface. Members not
listed have forces less than 375# Maximum Top
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp B - C
1337 - 5610 E - F 1555 - 6510 C - D
1567 - 6546 F - G 1337 - 5606 D - E
1566 - 6544 Maximum Bot
Chord Forces Per Ply (Ibs) Chords Tens.
Comp. Chords Tens. Comp B - L
4962 -1166 J - 1 4931 -1167 L - K
4934 -1168 I - G 4958 -1166 K -J
6566 -1580 Maximum Web
Forces Per Ply (Ibs) Webs Tens
Comp. Webs Tens. Comp. L- C
641 0 E- J 307 - 676 C - K
1957 - 484 J - F 1936 - 474 D- K
303 - 659 F- 1 626 0 WARNING" READ
AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH
THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme
care in faglricatin, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety
Information, by PI an SBCA) ? saffe ractices prior to performing these functions. Installers shall provide to porerX BCSI. Unlessnotedolherwlse,top chord shall have properlyy attached structural shealhinq and boltpm Nord shall have a progeny ld ceilinqq.
Locations shown for Permanent lateral restraint Of webs shall have bracingg installed per 8C 1 sections B3, B7 or 610, le. Aoo7vplatestoeachfaceoftrussandDositionasshownaboveandontheJoint -Details, unless noted otherwise. Defer to a division
of ITW BuildinggCCompon nts Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the cpnformance with
ANSI 1, or feor handlin4, shipping, instpllaUon and bracing of,trussesA gal on thin dAwing or cover, ye , this drawinindicatesaceptariceofproTesstonaTenmeerinqresponsibilittyvsolelyIthedesignshown. The ui£abrlrty se of
this raw!ng for any structure is the responsib!I!t of the building Desigrier per ANSUTPI 1 5ec.2. information see
this lob's general notes page and these web sites ALPINE www alpinertw corn: TPI www.tpinst org. SBCA www sbcindustry wm: ICC: www iosaf ALPINE M
ITWO ~
13723 Riverpon
Drive Suite 200
Maryland Heights,
MO 6304'
Job Number: 21192 Ply: 1 SEQN: 148251 / T29 / COMN Cust: RR408 JRef: 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty 3 FROM CH DrwNo: 166.18.0548.00803
Truss Label: B1 SN / DF 06115/2018
5-
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
6'S'4 12' 10' 19712
8'5'4 6'4'12 6'4'12
9'10'
9'10'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.95 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 it
Loc. from endwall: not in 9.00 It
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Hangers / Ties
J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42'-high x 24'-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
m4X4D
25'8'
6'
15'10'
9'10'
25'8'
25'8'
6'5'4
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg- NA Ct: NA CAT- NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL). 0.064 H 999 240 B 1099 / 126 / 555 / - / 147 / 4 0
Lu: NA Cs: NA VERT(TL): 0.166 H 999 240 F 1013 / 107 / 497 / - / - / -
Snow Duration: NA HORZ(LL): 0.027 G - - Wind reactions based on MWFRS
HORZ(TL): 0.048 G B Min Brg Width Req = 1.5
Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = -
Bldg Code: FBC 2017 RES Max TC CSI. 0.386 Bearing B is a rigid surface.
TPI Std: 2014 Max BC CSI: 0.748
Rep Factors Used: Yes Max Web CSI: 0.193 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21 B -C 408 -1746 D-E 398 -1485
C - D 375 -1476 E - F 430 -1759
G Sic . :
o. 708 1
04 SAT
COA ONAI.
06/ 15/2018
Maximum Bet Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - H 1504 - 308 G - F 1520 - 312
H - G 1041 -144
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp.
H - D 488 - 94 D - G 505 -104
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shi pin in$talling,and bracing. Refer to and follow the latest editipn of BCSI (BuildingComponentSafetyInformation, byY TPI an SBCA) fbr sa ettyv ractices prior to performing these afunctions. Installers shall rg a terhporarVbracingperBGSI. Unless noted otherwise,top chord shall hfive properly attached structural sheathing and bottom hord al5all have a progeny
attached n id ceiling Locations shown for permanent lateral restraint bf webs shall have bracingp installed per BC9I sections B3, B7 or 810,
as applicable. A ply plates to each face otatruss and position as shown above and on the JoinrDetails, unless noted otherwise. kefer to
ALPINEdrawings160A-Zpfor standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the i "C
truss in cgnfonnance with ANSI 11, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover pa e , , 13723 Riverpon Dnvelistingthisdrawing1tindicatesacceptanceofproTessionallengrngerinqresponsibilitysolelyforthedesignshown. The suitability
and use of this d aw[ng for any structure is fhe responsibility of the Building Desigder per ANSVTPI 1 Sec.2. Suite 200
For more information see this b's general notes page and these web sites ALPINE www elpineaw corn: TPI www t inst org, SBCA: www sbandust corn: ICC: www.icsafe orcl Maryland Heights, MO 6304
Job Number: 21192 Ply: 1 SEON: 148252 / T1 / SPEC Cust: RR408 JRef 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oly: 1 FROM: CH DrwNo. 166.18.0548.01005
Truss Label: B1A SN / OF 0611512018 6'S-4 12'
10" 19'2'12 25'8' 6'25-4 6.
4.12 6'4.12 6'5'4 r 91 m 5
Loading
Criteria (psf)
TCLL:
20.00 TCDL:
7.00 SCLL:
0.00 BCDL:
10.00 Des
Ld: 37.00
NCBCLL: 10.00 Soffit:
2.00 Load
Duration: 1.25
Spacing: 24.0 ' l'
4' 9'10,
Wind Criteria Wind Sid:
ASCE 7-
10 Speed: 139 mph Enclosure:
Closed Risk Category:
II EXP.
B Mean Height:
22.95
fl TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/
2 to h C&C Dist a:
3.00 it Loc. from endwall: not
in 9.00 ft GCpi: 0.18 Wind
Duration: 1.60
Lumber Top chord 2x4
SP #
2 Dense Bet chord 2x4 SP #
2 Dense Webs 2x4 SP #3
Wind Wind loads based
on
MWFRS with additional C&C member design. 4X4 D
25'8'
6' 15'
10' + 25'
8'
Snow Criteria (Pg,Pf
in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA
CAT: NA PP Deflection in loc Udefl L## Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA
VERT(LL): 0.056 H 999 240 B 1054 / 126 / 554 / - / 147 / 4.0 Lu: NA Cs' NA
VERT(TL): 0.154 H 999 240 F 968 / 107 1497 / - / - / 4.0 Snow Duration: NA HORZ(
LL): 0.024 G - Wind reactions based on MWFRS HORZ(TL): 0.045
G B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep
Factor. 2.0 F Min Brg Width Reg = 1.5 Bldg Code: FBC 2017
RES Max TC CSI: 0.387 Bearings B & F are a rigid surface. TPI Std: 2014 Max
BC CSI: 0.743 Rep Factors Used: Yes
Max Web CSI: 0.172 Members not listed have
forces less than 375# Maximum Top Chord Forces
Per Ply (Ibs) FT/RT:20(0)
I10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE
VIEW Ver. 17.
02.01A.1 114.21 B-C 407-1641 D-E 396 -1377 C - D 375 -1370
E - F 429 -1651 Maximum Bet Chord Forces
Per Ply (Ibs) Chords Tens.Comp. Chords
Tens. Comp. B - H 1412 - 308
G - F 1424 - 310 H - G 967 -143
Maximum Web Forces Per
Ply (Ibs) Webs Tens.Comp. Webs
Tens. Comp. H - D 446 - 95
D - G 450 -103 06/15/2018 WARNING"
READ AND FOLLOW
ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in
fabricating, handling sh ppin9 in;talling.and bracing. Refer to and follow the latest editi0n of BCSI (Building f S fety Information,
by TPI an SBCA) safety Bract ces pnor to performing these functions. Installers shall provide terhporary B8SI. Unless noted oyherwise,
top chord shall have propedy attached structural sheathing and bottom Nord;Hall havQ a progeny aid ceilin Locations shownforpermanentlateralrestraintyfwebsshallhavebracinginstalledperBCIsectionsB3, B7 or 10, e. A pTy plates
to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. F efer to 60A-Zpfor standard plate
positions. a division of Fihv
1,ortor r
acceptance any structure from this
drawing,
anV failure
to build the Seal on this drawing or
covQer pa e . tor the design shown. The su
ability ALPINE NE mrnronwwr 13723 Riverport Drive
Suite200
Maryland
Heights, MO 63042
Job Number: 21192 Ply. 1 SEQN. 148253 / T18 HIPS Cust. RR408 JRef: 1 WbT4080013
7413 - 8 /7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo' 166.18.0548.01443
Truss Label: B2 SN / OF 06/15/2018
2'4'7 5'2'2 11' 14W 19712 25'8'
2'4'7 2'9'11 5'9'14 3'8 46'12 6'5"4
Loading Criteria (psf)
TCLL: 2000
TCDL: 7.00
BCLL: 000
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration:1.25
Spacing: 24.0
74'7 + 5'2'9
2'4'7 TT
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.49 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 It
Loc from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense 311 2x6 SP SS:
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
a 4X4 4X4
D E
6'9"8
14'4'8
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
25'8'
4'10"4
19712
Def /CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.246 C 999 240
VERT(TL): 0.676 C 655 240
HORZ(LL)' 0.155 1 - -
HORZ(TL): 0.290 1
Creep Factor. 2.0
Max TC CSI: 0.783
Max BC CSI: 0.730
Max Web CSI: 0.549
VIEW Ver. 17.02.01A.1114.21
a'•.C,E 3F
o. 708 1
S AT O. '
A. ;Q
G`a4c,
COA S oNA.
06/15/2018
6'5'4 1'4'
25'8"
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
A 975 / 107 / 510 / - / 135 / 4.0
G 1047 / 127 / 556 / - / - / 4.0
Wind reactions based on MWFRS
A Min Brg Width Reg = 1 5
G Min Brg Width Reg = 1.5
Bearings A & G are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 158 - 425 D - E 439 -1354
B - C 691 - 2639 E - F 448 -1559
C - D 543 - 2022 F - G 437 -1665
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - M 2644 - 603 I - G 1425 - 315
M - J 1314 - 233
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Com
C - M 332 -1066 J - E 473 -107
M - D 698 -144 J - 1 1442 - 314
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reuire extreme care in fabricating, handlingq shippin in*tailing.and bracing. Refer to and follow the latest edition of BCSI ((Building ComponentSafetyInformation, by TPI an C SBCA) fb safety ractices prior to performing these functions. Installers shall pr?vide terhporp _ bracingperBCSI. Unless noted olherwise.top chord shall have property attached structural sheathing and bottom Chord anall have a progefnly attached
rigid ceiling Locations shown for permanent lateral restraint 0f webs shall have bracing installed per BC`I sections B3, B7 or 10. as
applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to , drawings
16OA-Z for standard plate positions. ALPINE AlpinQ,
a division of ITW Buildingg omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the METWO 4 r truss in
cgnformance with ANSI/T 1 1, or fior handling, shipping, installation and bracing of trussesA Seal on this dr wing or Gover pa e, 13723 Riverpon Drive listing thisdrawingIndicatesacceptanceOfproTessionar@ngineeringreaponsibilitsolelyfortthedelinshown. The suitability and useofthisyawingforanystructuresaresponsibilityofthebuildingDesigerperANSI/TPI 1 Sec.2. Suite 200 For more
information see thislob's qeneral notes page and these web sites, ALPINE w al ineitw com: TPI www t inst o • SBCA www sbandustry corn. ICC w iacsafe org Maryland Heights. MO 6304
Job Number: 21192 Ply: 1 SEON: 148254 / T2 / HIPS Cust: RR408 JRef, 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo. 166.18.0548.00663
Truss Label: B3 I I SN / OF 06/1512018 Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.
00 NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.
25 Spacing: 24.0 '
2'4'7
T 5'1. + 9' + 16'8' 20'2' 25'8 2'4'7
2'8'9 3'11. 7'8' 3'65'6' 4X8 s 4X6 D
E 25'8'
2'4'
7 6'
7'9 4-8' 7' 2 3'9'8 5'6' 1'4' 14' '12 2'0'
12 r- 20'2' - 258• +
1
i 16'4'8
Wind
Criteria Wind Std:
ASCE 7-
10 Speed: 139 mph Enclosure:
Closed Risk Category:
11 EXP:
B Mean Height:
21.99
ft TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/
2 to h C&C Dist a:
3.00 ft Loc. from endwall: not
in 9.00 ft GCpi: 0.18 Wind
Duration: 1.60
Lumber Top chord 2x4
SP #
2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #
2 Dense Webs 2x4 SP #3
Plating Notes All plates
are 2X4
except as noted. Wind Wind loads based
on
MWFRS with additional C&C member design Laterally brace
BC above
filler @ 24' O.C. (or as designed) Including a brace on
BC directly above both ends of filler if no rigid diaphragm
exists at that point). Snow Criteria (Pg.Pf
in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA
CAT: NA PP Deflection in Ioc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA
VERT(LL): 0.254 C 999 240 A 975 / 109 / 509 / - / 115 / 4.0 Lu: NA Cs: NA
VERT(TL): 0.697 C 635 240 G 1047 / 129 / 555 / - / - / 4.0 Snow Duration: NA HORZ(
LL)' 0.163 1 - Wind reactions based on MWFRS HORZ(TL): 0.305
1 A Min Brg Width Req = 1.5 Code / Misc Criteria Creep
Factor. 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 2017
RES Max TC CSI: 0.782 Bearings A S G are a ngid surface. TPI Std: 2014 Max
BC CSI: 0.751 Members not listed have
Tomes less than 375# Rep Factors Used: Yes
Max Web CSI: 0.555 Maximum Top Chord Forces
Per Ply (Ibs) FTIRT.20(0)/10(
0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) WAVE
VIEW Ver. 17.
02.01A.1114.21 A - B 163 -425 D - E 511 -1642 B - C 691 - 2566
E - F 526 -1838 C - D 509 -1819
F - G 463 -1688 H. P '•E G
0.
708 1S
AT O Q
A • • COA #o ltRSONA06/
15/2018 Maximum
Bot Chord Forces
Per Ply (Ibs) Chords Tens.Comp. Chords
Tens. Comp. B - O 2557 - 596
L - J 1568 - 305 O - L 1591 - 317
I - G 1448 - 344 Maximum Web Forces Per
Ply (Ibs) Webs Tens.Comp. Webs
Tens. Comp. C - O 308 -1035
J - E 502 - 69 D - O 491 - 59
J - 1 1458 - 338 WARNING" READ AND FOLLOW
ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING
TO ALL CONTRACTORS INCLUDING THE INSTALLERS uiretreme care in fabncatinq
h8ndl'nq shipping installing and bracing. , Refer to and follow the latest edition of BCSI (Building f S fe Information,
by Plan SBCA fi5 safety Practices pnor to pe onnrng these functions. Insta11er5 shall provide terhporary B SI. Unless notedoyerwise,top chord shall hhve properly attached structural sheathing and bottom 4Nord s all have a grope y id ceiling Locations shownforpermanentlateralrestraintyfwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 810, le. AppTy Otes to each
face ottrtruss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to 60A-Z for standard platepositions. a division of any From
this drawing anY
failure
to build the Seal on this drawing or
cover pa e , f_or the des nshogn. The suif9ab11rty ALPINE W rTwcR ov+r
13723
Rwerpon Drive Suite 200
Maryland Heights, MO
6304
Job Number: 21192
I Ply: 1 I
SEQN. 148255 / T8 / SPEC
I
Cust: RR408 JRef 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes City 1 FROM: CH DrwNo. 166.18.0548.01615
Truss Label: B4 SN / DF 0&15/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld. 37.00
NCBCLL. 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
2'4'7 __ 5'1' i_ 9'8- _
1_
12'4' I 14'S'1:
7 2'8.9 4'7' 2'8' 2'1'12
2'4'7 7'3'9
2'4.7 9'8'
Wind Criteria
Wind Std: ASCE 7-10
Speed. 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22.16 It
TCDL' 4 2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a. 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense :T1 2x6 SP SS:
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
4X4
D
25'8'
4'8'
14'4-
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
18'8'
4'2'4
4'0'8
18'4'8
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.275 C 999 240
VERT(TL): 0.753 C 588 240
HORZ(LL): 0.174 J - -
HORZ(TL)- 0.326 J
Creep Factor. 2.0
Max TC CSI: 0.783
Max BC CSI: 0.760
Max Web CSI: 0.569
VIEW Ver 17.02.01A.1114.21
o. 748 1
1r •
SAT O ' c
cs, •••....,...-•• G
COA #o rss NAI.N •,
06/15/2018
25'8'
T
1'4-
25'8'
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL / W
A 975 / 208 / 504 / - / 121 / 4.0
H 1047 / 240 / 549 / - / - / 4.0
Wind reactions based on MWFRS
A Min Brg Width Reg = 1.5
H Min Brg Width Reg = 1.5
Bearings A & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 185 - 425 E - F 742 - 2442
B - C 748 - 2607 F - G 736 - 2418
C - D 509 -1718 G - H 482 -1628
D - E 515 -1669
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
B - N 2603 - 627 J - H 1384 - 343
N - K 2400 - 595
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
C - N 369 -1182 K - J 1360 - 332
D - N 1252 - 348 K - G 1215 - 320
N - E 432 -1272
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extrerne care in fabricating. handling shipping in%alling,and bracingp. Refer to and follow the latest edition of BCSI BuildingComponentSferyInformation, by_TPI aria SBCA) handling safPe% practices prior to perfoTining these functions. Installers shall provide to porary _
bracing per B SI. Unless noted otherwise,top chord shall h ve properIx attached structural sheathin and bottQrtl Chord ;hall have a properlyattachetlrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginsRalledperBC51sectionsB3, B7 or 810,
as applicable. ARply plates to each face of truss and position as shown above and on the JoinQDetails, unless noted otherwise. tefer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build themawc
truss in cgnfonnance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seal on thi; drawing or cover pa e , , 13723 Rlverport DrivelistingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The suitability
and use of this drawing for any structure is the responsibility.0 the 9uilding Desigrfer per ANSI/TPI 1 Sec.2. Suite 200
For more information see this b's cieneral notes paga and these web sites, ALPINE www alpeneitw eom. TPI, www t nst o : SBCA www sbandust mm: ICC www Imsefe orci Maryland Heights, MO 6304
Job Number: 21192 Ply: 1 SEON. 148271 / T21 / SPEC Cust: RR408 JRef: 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty 1 FROM: CH DrwNo. 166.18.0548.00506
Truss Label: B5 SN / DF 06/15/2018
2'4'7 5'2'S 9'8' 14'4' 18'1' 20'8' 258'
2'a'7 2'9 T- a'S'11 4'8' 3% 2'T 5'
Loading Criteria (psf)
TCLL. 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
m4X6D
25'8'
7X10
2'4'7 2'4'5 4'5'4 a'8' a'0'4 2'2' S'1'12 , 1'4'
F 24'7 5'2'12+ 9'8' + 14'4' + 18'4'4 + 20'6'4 25'8 -
2'10'7
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 22 16 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense :T1 2x6 SP SS:
Bot chord 2x6 SP SS :B2 2x6 SP #2:
Webs 2x4 SP #3 :W5, W6. W7 2x4 SP #2 Dense:
Bracing
a) Continuous lateral restraint equally spaced on
member.
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 plf at 19.40
TC: From 28 plf at 19.40 to 28 plf at 20.67
TC: From 56 plf at 20.67 to 56 plf at 27.00
BC. From 20 plf at 0.00 to 20 plf at 19.40
BC: From 10 plf at 19.40 to 10 plf at 2064
BC: From 20 plf at 20.64 to 20 plf at 25.67
BC: From 4 plf at 25.67 to 4 plf at 27.00
TC: 194 lb Conc. Load at 20.64
BC: 579 lb Conc. Load at 19.40
BC: 214 lb Conc. Load at 20 64
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
1) 2x6x5-8-3 x SP SS Top chord scab centered
2-8-7 from left end. Attach to one face of chord with
3) rows of 0.128'x3', min. nails @ 6' oc, staggered
3'.
Snow Criteria (P9,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code' FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT•20(0)/10(0)
Plate Type(s):
WAVE, HS
Deft/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL)• 0.545 N 555 240
VERT(TL): 1.486 N 297 240
HORZ(LL)' 0.266 J - -
HORZ(TL): 0.497 J
Creep Factor. 2.0
Max TC CSI: 0.885
Max BC CSI: 0.862
Max Web CSI: 0.971
VIEW Ver. 17.02.01A.1114.21
06/ 15/2018
1
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
A 1185 /268 /- I- /- /4.0
H 1777 /410 /- /- /- /4.0
Wind reactions based on MWFRS
A Min Brg Width Reg = 1.7
H Min Brg Width Reg = 2.1
Bearings A & H are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B 117 - 519 E - F 1431 - 6422
B - C 705 - 3091 F - G 766 - 3521
C - D 541 - 2361 G - H 738 - 3333
O - E 536 -2336
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - P 3178 - 721 K - J 2961 - 636
P - O 3126 - 703 J - H 2930 - 635
O - L 6569 -1467
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
C - O 257 -1123 L - K 3395 - 741
D - O 1765 - 322 F - K 310 -1170
O - E 1056 - 4729 K - G 817 -189
L - F 2999 - 684 J - G 531 - 23
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reuire extratne care in fa%atinqg, handling shipping installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an a SBCA) fbr safety practices pnor to pe onning these functions Installers shall provide temporary bracingper
BCSI. Unless noted c1herwise,top chord shall h ve properIX attached structural sheathinq and bott% ord t5all have a progeny attachdrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3. 87 or 910, _ as
applicable. ARpTy plates to each face of truss and position as shown above and on the JoinfOetails, unless noted otherwise. kefer to 1^ drawings160A-Z for standard plate positions. ALPINE Alping,
a division of ITW Buildig$Components Group Inc., shall not be responsible for any deviation from this drpwine any failure to build the „nwoos n truss
in cgnfonnance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover pa e, , 13723 Riverport Drive listingthisdrawingindicatesacceptanceofpro) essionaq engineering responsibility solely for the desqi n shown. The suiTability Suite 200 anduseofthisgnawingforanystructure1stheresponsibilityofthe9ulldingDesigrferperANSVTPI1sec.2. For
more infonnawn see this JoWs general notes page and these web sites, ALPINE www al ineilw.com: TPI, www t inst org. SBCA www sbcindusl oom: ICC www lorsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply. 1 I
SEON: 148256 / T14 / COMN Cust: R R408 JRef. 1 WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty 1 FROM: CH DrwNo: 166.18.0548.00693
Truss Label: B6 SN / OF 06/15/2018
2'4'7 + 5'1' + 9'8' 14'3' + 16'2'19'4'
2'4'7 2'8'9 4'7' 4'T 1'11'4 31'12
4X4D
12
6 N4X6(SRS) 3X4
cn
E
3>
T1
4
B
T GA
m3X10(B1) _3X8
K I
1112XX14 a3X6=
3X4(A1)
19'4'
7 779 4'7- 11 1'4_j_ 3'1'12
9'8' 14'3' + 16'2'4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W
TCDL: 7.00 Speed: 139 mph Pf' NA Ce: NA VERT(LL): 0.176 C 999 240 A 739 / 159 / 384 I - / 104 / 4.0
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.489 C 681 240 G 723 / 159 / 372 I - / - / -
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.125 H - Wind reactions based on MWFRS
Des Ld: 37.00
EXP: B HORZ TL : 0.237 H A Min B Width Re 1.5q =
NCBCLL: 00
Mean Height: 22.49 ft Code I Misc Criteria CreepFactor. 2.0 G Min Brg Width Reg = -
Soffit: 2.002.
TCDL: 4.2 psf
BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.565 Bearing A is a rigid surface.
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.693
Members not listed have forces less than 375#
Spacing: 24.0' P 9 C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.481
Maximum Top Chord Forces Per Ply (Ibs)
Loc. from endwall: not in 4.50 ft FT/RT'20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.21 B - C 483 -1798 E - F 533 -2087
C - D 300 -1087 F - G 349 -1278
Lumber D - E 299 -1079
Top chord 2x4 SP #2 Dense 31 2x6 SP SS:
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
Hangers I Ties B - L 1801 - 430 H - G 1107 - 270
J) Hanger Support Required, by others L - I 1869 -418
Wind
Maximum Web Forces Per Ply (Ibs)
Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp.
memberdesign.
C - L 307 - 927 1 - H 1215 - 297
D - L 649 -132 1 - F 793 -180
L - E 295 -1000 H - F 170 - 635
W111mm.._ _ E - 1 592 -135
t 11 '
o. Z08 1
S AT O,
Fsso..r, •••NG
0°LR$IN A°` COA
06/15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating h n ndlingg shipping installing bracing. Refer to and follow the latest edition of BCSI (Building
Component S fety Information, by TPI an SeCA) far safety practices pnor to performing these functions. Inslalle%shall provide terhporar
havbracingper38SI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom o ghall a proge y
attachd rigid ceiling Locations shown forpermanent lateral restraint 6f webs shall have bracing installed per BC I sections B3, 7 or 810, as
applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise tefer to drawings 160A-
Z for standard plate positions. ALPINE Alpine. a
division of ITW BuildinggComponSnts Group InC. shall not be responsible for any deviation from this drewing,any failure to build the truss in
cpnfonnance with ANSIlTPI 1, or for hanolin4 shipping, installation and bracing of.trussesA Seal on this drawing or cover pa µ,,,,,,me„
listing this
drawing indicates accep}ance of pproTessionar engineering responsibilitty solely for the design shown. The suifatility and use
of this Brewing for any structure is fhe responsibility of the Building Desigrier per ANSVrPI 1 bec.2. 13723 Riverport
Drive Suite 200
For more
information see this job's general notes page and these web sites ALPINE: www elpneitw com: TPI. www 1pinsl org: SBCA: w sbdndus tom: ICC www iocssfe org Maryland Heights, MO 6304
Job Number: 21192 Ply. 1 SEQN: 148257 / T13 / COMN Cust• RR408 JRef- 1WbT4080013
7413 - B r7413 - B -David Weekley Homes Qty: 1 FROM: CH DrwNo. 166.18.0548.01552
Truss Label: B7 SN / DF 06/15/2018
5'5'4 9'8' 13'10'12 19'4•
s'S'4 + T 12 + 4'2.1 *2 + 5'5'4
r
f- 1'4' 9.8.
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/
TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA
BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA
BCDL: 10.00 Risk Category: II Snow Duration: NA
EXP: B
Des Ld: 37.00 Mean Height: 22.16 It
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014
Spacing: 24.0 C&C Dist a. 3.00 ft Rep Factors Used: Yes
Loc. from endwall: Any FT/RT:20(0)/10(0)
GCpr 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Hangers / Ties
J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
4x4D
19'4'
19'4•
Defl/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W
VERT(LL)- 0 031 G 999 240 B 816 / 186 1434 I - / 115 / 4.0
VERT(TL)• 0.084 G 999 240 F 727 / 155 / 375 I - / - / -
HORZ(LL): 0.014 G - - Wind reactions based on MWFRS
HORZ(TL): 0.026 G B Min Brg Width Req = 1.5
Creep Factor. 2.0 F Min Brg Width Req = -
Max TC CSI: 0.310 Bearing B is a rigid surface.
Max BC CSI: 0 839
Max Web CSI: 0.209 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
VIEW Ver. 17.02.01A.1114.21 B - C 586 -1167 D - E 504 -894
C - D 480 - 892 E - F 617 -1177
cr
o. 708 1
Ir :
o t S AT
COA #ors, °N ,A.G'
06/ 15/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp.. Chords Tens. Comp.
B - G 995 - 455 G - F 1010 - 454
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
D - G 549 - 244
WARNING-• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatinq, handlingq shippin installin 1 and brad' Refer to and follow the la`est edition of BCSI Building
t Safelt' Information, bVv TPI an SBCA) & safely ractices poor to perf'o rrling these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathingp and bott%Zghord;hall have a proppeflyrdceilingq. Locations shown forpermanent lateral restraint Of webs shall have bracingq nslalled per BCSI sections B3, B7 or 910, le.
A ply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to 60A-
Zior standard plate positions. a
division of TPI
1, or for h acceptance
any
structure a
failure to buildthe n. The
suitability A IPL
NE mrrwc13723
Riverpon
Drive Suite 200
Maryland Heights,
MO 6304
Job Number: 21192 Ply. 1 I
SEON. 148258 / T15 / GABL
I Cust: RR408 JRef: 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM- CH DrwNo- 166.18.0548 01583
Truss Label: B8 SN / DF 06/15/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
Lumber
F- 1'4'
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP. B
Mean Height: 22.16 it
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Plating Notes
All plates are 2X4 except as noted.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWGS A14030ENC101014 & GBLLETIN1014 for
gable wind bracing and other requirements.
9'8'
9'8'
n'P)
19'4'
a4F4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Cl: NA CAT' NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
DAU
19'4'
19W
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.001 L 999 240
VERT(TL): 0.004 L 999 240
HORZ(LL): 0.001 L -
HORZ(TL): 0.002 L
Creep Factor. 2.0
Max TC CSI: 0.160
Max BC CSI: 0 077
Max Web CSI: 0 050
VIEW Ver. 17.02.01A.1114.21
op -
N
i o. Z08 1
y
o' • S AT O ' Q
co A #6q NA E
06/ 15/2018
1'4- -
Maximum Reactions (lbs), or'=PLF
Loc R /U /Rw /Rh /RL /W
B' 73 / 17 / 36 / - / 7 / 228
J 237 152 / 144 / - /- / 4.0
Wind reactions based on MWFRS
B Min Brg Width Reg = -
J Min Brg Width Reg = 1.5
Bearings B & J are a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Ire extreme care in fabricating, handl'nq f sai pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingfSaafeInformation, by PI and SBCA fb fety racbces pnor to pertommng these functions. Installers shall provide terhporarV
SCSI. Unless noted otherwise,top chord shall "five properIx attached structural sheathing and boltQm Chord shall hay a proge ylidceilingLocationsshownforpermanentlateralrestraintyfwebsshallhavebracinginstalledper6C51sectionsB3, 7 or 810, e._ Appy plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to
Alpine, a division of ITW Buildin+Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA Seal on thr; drawing or cover pa e
listing this Qrawin indicates acceptance of proTesstonat engineering responsibility solely for the desr n shown. The suiTabrlityanduseorthisyawingforanystructureistheresponsibilityoftheuildingDesigrferperANSI/TPI 1 Sec.2.
ALPINENE
PVC
13723 Riverport Drive
Suite 200
Maryland Heights, MO 63041
Job Number: 21192 Ply. 1 SEON: 148259 / T41 / EJAC Cust: RR408 JRef: 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oy: 2 FROM: CH DrwNo: 166.18.0548.00740
Truss Label: EJ3 SN / OF 06/15/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1 25
Spacing: 24.0 "
L
T
co
O
LO
B
t17
A
7Xd/A 11
p
N
3'
1 r4n --(
3'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure. Closed
Risk Category: II
EXP: B
Mean Height: 20.49 It
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall. Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg.Pf In PSF)
Pg. NA Ct: NA CAT: W
Pf: NA Ce. NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0y10(0)
Plate Type(s):
WAVE
Deft/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.001 D
Creep Factor. 2.0
Max TC CSI: 0.225
Max BC CSI: 0.068
Max Web CSI: 0.000
VIEW Ver 17.02.01A.1114.21
o
o. Z08 1
o• SAT O Q
A- r
co A 4 NAL EN'
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 222 /43 /141 /- /60 /40
D 50 /- /36 /- /- /1.5
C 59 / 27 120 / - / - / 1 5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses regOre extreme care in fabricating, handlingq shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byY TPI an SBCA) (br saffet(yy :acttces pnor to pe orning these functions. Installers shall provide tertlporary _
bracing per BGSI. Unless noted c1herwise,top chord shall hfive proper)Y attached structure) sheathing and boltQm hord shall hav a pro4erly
attach8d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins sled per BC I sections B3, 7 or B10,
as applicable@ ARRply plates to each face of truss and position as shown above and on the JolnCDetalls, unless noted otherwise. Refer to ALPINEdrawings160A-Z For standard plate positions.
AlpinQ, a division of ITW Bulldinqq CCompongnts Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µNmvM„r
I In cgnformance with ANSI 1, or for handlin shippinq, inslallaGon and bracing of trussesA Seal on this drawing or cover pa e, , 13723 Riverpon Drive
listing this drawin indicates acceptance of pro essronaf engin¢enng responsibiii% solely for the design shown. The suiCabnrty Suite 200anduseofthisiawingforanystructureistheresponsibilityotheBuildingDesigrSerperANSI/TPI 1 Sec.2.
For more information see this job's -general notes page and these web sites: ALPINE: www al ineaw com; TPI: www t inst o ' SBCA www.sbcmdust com: ICC www iusafe org
Maryland Heights. MO 6304
Job Number: 21192
I Ply: 1 I
SEQN. 148260 / T17 / EJAC
I
Cust: RR408 JRef: 1 WbT4080013
7413 - B 17413 - B -David Weekley Homes Q 1 FROM- CH DrwNo: 166.18.0548.00974
Truss Label: EJ5 SN / DF O6/15/2018
Loading Criteria (ps0
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing. 24.0 "
T
2X4(A1)
Wind Criteria
Wind Sid: ASCE 7-10
Speed: 139 mph
Enclosure- Closed
Risk Category: II
EXP: B
Mean Height. 21.33 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
Member design.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N)
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
5'
5'
Deft/CSI Criteria
PP Deflection in loc L/defl L#1
VERT(LL): NA
VERT(TL). NA
HORZ(LL): 0.005 C
HORZ(TL): 0.010 C
Creep Factor. 2.0
Max TC CSI: 0.299
Max BC CSI: 0.234
Max Web CSI: 0 000
VIEW Ver. 17.02.01A.1114.21
n hh
S'
o. 708 1
it
S AT O Q
COA SS ONAI.'e
06/ 15/2018
B
c+
o
CV
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 195 /18 /113 /- /72 /4.0
C 91 /- /62 /- /- /1.5
B 123 /57 /51 /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
C Min Brg Width Req = -
B Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THHIS DRAWINGpTO ALL CONTRACTORS INCLUDING THE INSTALLERS
f SfafetytlntofmaUori bYa TPI anc7 SBCA) fb safgtpvin racLcelsmp^or to perfortni^geViese fu^cuollns the 5t shiatilP^DfovldeSerhI sing
BGSI. Unless noted olherwise.top chord shall hfive property attached structural sheathing and bpoit h91 sectionsalll Bv%a rogel
id ceilingq. Locations shown for rmanent lateral restraint f webs shall have bracingq installed er BG
e. AODTv Dlates to each face ottrtruss and oosition as shown above and on the Join Details. unless noted otherwise. kefer to
a division of ITW BuildincqLComponpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the
cpnfonnance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA Seal on thra drawing or cover page ,
this drawing indicates acceptance of proTessronal engineering responsrbiliri solely for the desr n shown. The suiFabriny
e of this 9 awing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2.
ALPINE
u.rrwc0.ul.v.r
13723 Riverpon Drive
Suite 200
Maryland Heights. MO 6304
Job Number: 21192 I Ply 1 I
SEON: 148265 / T12 / EJAC Cust: RR408 JRef. 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Qly: 1 FROM: CH DrwNo: 166.18 0548.00678
Truss Label: EJ5A SN / DF 06/15/2018
Loading Criteria (psf)
TCLL: 2000
TCDL: 7.00
BCLL: 0.00
BCDL: 1000
Des Ld: 3700
NCBCLL: 1000
Soffit. 2.00
Load Duration: 1.25
Spacing: 24.0 -
1
2X4(A1)
5'
5'
5'
Wind Criteria
Wind Std- ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP. B
Mean Height: 21.33 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1 25)
TC: From 56 plf at 0.00 to 56 plf at 5.00
BC: From 10 plf at 0.00 to 10 plf at 5.00
BC: 727 lb Conc. Load at 1.06
BC: 723 lb Conc. Load at 3.06
Hangers I Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: N/
Pf• NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
B
Deft/CSI Criteria
PP Deflection in loc L/deFl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.017 C
HORZ(TL): 0.031 C
Creep Factor. 2.0
Max TC CSI: 0.582
Max BC CSI. 0.667
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.21
n-- • •".
4
i
o. 708 1
SAT O,
COA ac6 QNAL
06/15/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1048 /245 I- /- /- /4.0
C 579 /118 I- /- /- / -
B 152 /59 I- /- /- /1.5
Wind reactions based on MWFRS
A Min Brg Width Reg = 1.5
C Min Brg Width Reg = -
B Min Brg Width Reg = -
Bearing A is a ngid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
uire extre[ne care in fabricatingq, handlingq shiDpin tn$talltn 1 and bracing. Refer to and follow the latest edition of BCSI (BuildingISaEeryInformation, by TPIPlan SBCA) & safetfyy (ractices pnor to performing these functions. Installers shall ProvideetemporraBE. Unless noted oherwise,top chord shall hfive property attached structural sheathing and bott%nl g sections§allB3v B7 oro810Y idceilingqLocationsshownforpermanentlateralrestraintfwebsshallhavebracinginstalledperBCle.
ARppTy ptates to each faceof truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to 60A.Ztor
standard plate positions. TPI 1,
Or for r acceptance any
structure
failure to
buildthe nor She suat-
ability ALPINE NE N
meca
xr 13723 Riverpon Drive
Suite 200 Maryland
Heights, MO
630<
Job Number: 21192 Ply 1 SEON: 148261 / T37 / EJAC Cust: RR408 JRef' 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty. 9 FROM' CH DrwNo: 166 18.0548.01520
Truss Label: EJ7 I I SN I DF 06/15/2018
C
12
6
Cl)
o
u.,
i+I -
in
v
B
13
A
9YAIA11
p
1'4°
7'
7'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W
TCDL: 7.00 Speed: 139 mph Pf' NA Ce: NA
BCLL. 0.00 Enclosure: Closed Lu: NA Cs' NA
BCDL: 10.00 Risk Category. II Snow Duration: NA
EXP: B
Des Ld 37.00 Mean Height: 21.49 It
NCBCLL- 10.00 TCDL: 4.2 psf
Code I Misc Criteria
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014
Spacing: 24.0 ' C&C Dist a- 3 00 ft Rep Factors Used: Yes
Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0)
GCpr 0 18 Plate Type(s):
Wind Duration: 1 60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
Maximum Reactions (Ibs)
Loc R / U / Rw / Rh / RL W
B 360 / 58 / 220 / - / 121 4.0
VERT(TL): NA D 127 /- / 84 / - / - 1.5
HORZ(LL): 0 013 D C 169 / 78 / 68 / - / - 1.5
HORZ(TL)' 0.023 D Wind reactions based on MWFRS
Creep Factor. 2.0 B Min Brg Width Reg = 1.5
Max TC CSI. 0.598 D Min Brg Width Reg = -
Max BC CSI: 0.456 C Min Brg Width Reg = -
Max Web CSI: 0.000 Bearing B is a ngid surface
VIEW Ver: 17 02 01A.1114 21
E sF'c'
o. 708 1
f1r •
S ATX1411O, ' Q
COa
06/ 15/2018
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care In fabricatingq, handling shipping installing and bracing Refer to and follow the latest edition of BCSI ((Building
Component S fety Information, by TPI anc7 SBCA) handling safety practices poor to performing these functions. Installers shall provide terhporarY
bracing per 38SI. Unless noted o henvlse,top chord shall have properIXy attached structural sheathing and bottom chord stYall have a progpeny
attached npld ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCS sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. defer to
drawings 160A-Z For standard plate positions. ALPINE
Alpine, a division of ITW Bullding ComponQnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nwoD w,,.
truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of trussesA peal on thi; drawing or cover page, , 13723 Riverpon Drivelistingthisdrawinggindicatesacceptanceofproesslonaengineeringresponsibilityysolelyorthedesignshown. The suiTabtltty
and se of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 200
For more inforrneaon see this b's general notes page and these web sites: ALPINE www al meitw com. TPI. www t inst org, Sack www.sbandust .com. ICC. www.iccsafe.orq Maryland Heights, MO 6304
Job Number: 21192 Ply 1 SEQN: 148266 / T4 / HIPM Cust: RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Qty. 1 FROM- CH DrwNo. 166.18 0548.00632
Truss Label: EJ7A SN / DF 06/15/2018
Loading Criteria (psf)
TCLL, 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 1000
Des Ld. 3700
NCBCLL: 1000
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0 '
94
3X6(A1)
Wind Criteria
Wind Std. ASCE 7-10
Speed: 139 mph
Enclosure. Closed
Risk Category: II
EXP. B
Mean Height: 21.13 ft
TCDL• 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3 00 ft
Loc. from endwall: not in 4.50 It
GCpi: 0.18
Wind Duration. 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25)
TC. From 56 plf at 0 00 to 56 plf at 7.00
BC: From 10 plf at 0.00 to 10 plf at 700
BC: 1013 lb Conc. Load at 1.73, 3.73. 5.73
Hangers / Ties
J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
4'2'8 7'
4'2"8 2'9"8
7'
4712
4712
Snow Criteria (Pg,Pf in PSF)
Pg- NA Ct: NA CAT- W
Pf: NA Ce: NA
Lu. NA Cs: NA
Snow Duration, NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std' 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s).
WAVE
6X6 III 2X4
B C
2'11.4
7'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0 023 E 999 240
VERT(TL)• 0.060 E 999 240
HORZ(LL): 0.009 E - -
HORZ(TL): 0.017 E
Creep Factor. 2.0
Max TC CSI: 0.453
Max BC CSI: 0.625
Max Web CSI: 0.790
VIEW Ver. 17.02.01A.1114 21
SF •.
o. 708 1
o' • SAT O
Coy.-
T
r_
IV
1
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1684 1230 / - /- /- / 4.0
D 1813 /241 /- /- /- /-
Wind reactions based on MWFRS
A Min Brg Width Req = 2.0
D Min Brg Width Req = -
Bearing A is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
A-B 291 -2173
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - E 1916 - 242 E - D 1770 - 227
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp Webs Tens. Comp
E - B 2073 - 2D9 B - D 280 - 2191
06/ 15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme can; in fabricating, handlingq shiAping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingfSfetyInformation, by TPI and SBCA) Ai safety practices pnor to performing these functions. Installers shall provide temporary
B8SI. Unless noted otherwise,top chord shall have properix attached structural sheathing and bottom Chord shall have a progpenydceilingLocationsshownforPermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910,
e. AfpTy plates to each face of truss and position as shown above and on the JoinfOetails, unless noted otherwise. kefer to
60A-Z for standard plate positions.
of
any
shall failure to build the
I or cover pa ein. The sui ablity
ALPINEINE
mrrwcMH,rl1
13723 Rrverport Drive
Suite 200
Maryland Heights, MO 6304:
Job Number: 21192 '
I Ply: 1 SEON. 148272 / T6 / HIPM
I
Cust: RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo: 166.18.0548.01598
Truss Label: EJ7B SN / OF 06/15/2018
Loading Criteria (pst)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL. 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
Lumber
T
3' 7'
3' 4'
4X6 1112X4
C D
1'4"
3'1"12 + 3'10"4
3'1 "12 7'
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category' II
EXP: B
Mean Height: 20.49 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist. 0 to h/2
C&C Dist a: 3.00 ft
Loc from endwall. not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Special Loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.33 to 56 pit at 3.00
TC: From 28 plf at 3.00 to 28 plf at 7.00
BC: From 4 plf at -1.33 to 4 plf at 0.00
BC. From 20 plf at 0.00 to 20 plf at 3.03
BC. From 10 plf at 3.03 to 10 plf at 7.00
TC: 90 lb Conc. Load at 3.03
TC: 59 lb Conc. Load at 5.06
BC: 119 lb Conc. Load at 3.03
BC: 50 lb Conc. Load at 5.06
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NF
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007 F 999 240
VERT(TL): 0.019 F 999 240
HORZ(LL). 0.002 E -
HORZ(TL): 0.004 E
Creep Factor. 2.0
Max TC CSI: 0.265
Max BC CSI: 0.237
Max Web CSI: 0.164
VIEW Ver 17.02.01A.1114 21
ow- H.
GE Sic •'
o. 708 1
SAT O
corz pNAI. EN
06/ 15/2018
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 468 /114 /- /- /- /4.0
E 309 /61 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
E Min Brg Width Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 105 - 551
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B - F 456 - 78 F - E 473 ' - 75
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - E 77 - 495
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabdcaling, handlingp shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byY TPI an SBCA) fb safe practices pnor to performing these functions. Installers shall provide terhporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall havg a progeny
attached rigqid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC51 sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions.
I
1pinQ, a division of ITW Buildin4gCCompongnts Group Inc. shall not be responsible for any deviation from this drQwinq anYy failure to build the
I In cQnfonnance with ANSI/TPI 1, or for handlingq,, shlppinqq, instpllation and bracing of,trussesA Seal on this dr3w!r1g or cover paqe, , 13723 Riverport DrivelistingthisdrawingindicatesacceptanceofproTessionaTtoto -ring responsibilittyy solely for the design shown. The suifabllltyanduseofthisdrawingforanystructureistheresponsibiIV,.the Building Desigrfer per ANSVTPI 1 Sec.2. Suite 200
For more infamabon see this bb general notes page and these web sites ALPINE, www al neitw eom: TPI, www Ipinst org. SBCA._www sbdndustry com. ICC www icc afe org Maryland Heights, MO 6304
Job Number: 21192 Ply 1 SEON• 148262 / T43 / JACK
I
Cust. RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 8 FROM. CH DrwNo- 166 18.0548.00958
Truss Label: CA SN / OF 06/15/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL. 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
12
C6
F
B M
C) L0
A p
2X4 Al
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP: B
Mean Height: 19.99 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to tilt
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Sot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional CSC
member design.
1r4rr
it - _i
1'
Snow Criteria (Pg,Pf in PSF)
Pg• NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu- NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): -0.000 ID
HORZ(TL): 0.000 D
Creep Factor. 2.0
Max TC CSI• 0.198
Max BC CSI: 0.025
Max Web CSI: 0.000
VIEW Ver. 17.02 01A.1114.21
oeP
o. 708 1
SAT O Q
COAL z A* N'A""
06/15/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 201 /54 /137 /- /32 /4.0
D 9 /10 /15 /- /- /1.5
C -36 / 36 / 23 /- / - 11.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
Ire extreme care in fa eating, handlingq shippin in,§talling and brae nq. Refer to and follow the latest edition of BCSI BuildingIrefetyInformation, by TPI ana SBCA) fi5 safety ractices prior to perf'offming these functions. Installers shall provide to poreBSI. Unless noted olherwise.top chord shall have propert V attached structural sheathing and bottom hoZhall have a properly
id ceilingq Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810,
e. ApRpTy plates to ach face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to60A-Z for standard pe(ate positions.
a division of
any
his drpwin anv failure to build theonthisdrwiygorcoverpa
resige ,
den
shown. The suiCability ALPINE
wmvao-
e rrr 13723
Riverpon Drive Suite
200 Maryland
Heights, MO 6304
Job Number: 21192 Ply. 1 SEQN: 148263 / T42 / JACK Cust: RR408 JRef: 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Qty: 6 FROM: CH DrwNo: 166.18.0548.00990
Truss Label: CJ3 SN I DF 06I15/2018
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.25
Spacing: 24.0
C
N
co
O
B
T
A
2X4(A1)
p
V
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category- II
EXP: B
Mean Height: 20.49 ft
TCDL. 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 it
Loc. from endwall: Any
GCpi. 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
Snow Criteria (Pg,Pf In PSF)
Pg: NA Ct: NA CAT: W
PC NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT.20(0)/10(0)
Plate Type(s):
WAVE
3'
3'
DeFl/CSI Criteria
PP Deflection in loc L/defl L#i
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.001 D
HORZ(TL): 0.001 D
Creep Factor. 2.0
Max TC CSI: 0.225
Max BC CSI: 0.068
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.21
k
GE S ' f •.
S'
o. 708 1
SAT O, : • Q
a• 5Z
icy:• •'I
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 222 143 / 141 / - / 60 / 4.0
D 50 /- /36 /- /- /1.5
C 59 /27 /20 /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
D Min Brg Width Req = -
C Min Brg Width Req = -
Bearing B is a rigid surface.
Members not listed have forces less than 375#
06/15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORT AnNT* FURNISH THqHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
q SfeextremexIntortnatiori tfabricating, a TPanc7 SBCAinq Pipping in§talling.and bracing.. Refer to nd follow the latest edition of BCSI (Buildingatyy ) ffbb ff ty practices poor to performing these unctions. Installers shall provide terhporary
BGSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom Nord mall have a progeAy
lid. ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per C I sections B3, B7 or 810, ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to
60A-Z for standard plate positions.
division of
i ri 1. or ror n
acceptance
any structure
for any deviation from this drpwin any failure to build theacingoftrussesAsealonthisdrwiXgorcoverpage
3onsibility solely for the design shown. The suitability
A IPLNE
rn my mvn m'
13723 Riverpon Drive
Suite 200
Maryland Heights, MO 63042
Job Number: 21192 Ply: 1 SEON 148264 / T38 / JACK Cust RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Qty. 4 FROM: CH OrwNo- 166.18.0548.01442
Truss Label: CJ5 SN / DF 06/15/2018
12
6
rh
O
CV
lr')
B
C")
1
A
9xa/All
p
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W
TCDL: 7.00 Speed: 139 mph Pf• NA Ce: NA
BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA
BCDL: 10.00 Risk Category: II Snow Duration: NA
EXP: B
Des Ld: 37.00 Mean Height: 20.99 ft
NCBCLL: 10.00 TCDL: 4.2 psf
Code / Misc Criteria
Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES
Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014
Spacing. 24.0 ' C&C Dist a: 3.00 ft Rep Factors Used: Yes
Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0)
GCpi• 0.18 Plate Type(s):
Wind Duration: 1.60 WAVE
Lumber
Top chord 2x4 SP #2 Dense
Bol chord 2x4 SP #2 Dense
Wind
Wind loads based on MWFRS with additional C&C
member design.
5'
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL): 0.004 D
HORZ(TL): 0.007 D
Creep Factor 2.0
Max TC CSI: 0.264
Max BC CSI: 0.224
Max Web CSI: 0.000
VIEW Ver. 17.02.01A.1114.21
y i
3`}'•'GE SF
o. 7,08 1
06/15/2018
v Q
JAI. EN,
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 288 / 49 / 179 / - / 90 / 4.0
D 89 /- /58 /- I- /1.5
C 116 /53 /45 I- I- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Beanng B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme carein fabncatinq, handlingq shipping in$talling.and bracing.. Refer to and follow the latest edition of BCSI (Building Component
SafetyInformation, by TPI an SBCA) fb safety practices pnor to performing these functions. Installers shall pprovide terhporarV _ bracin per
BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom hord $hall have a properrlly attached npid
ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per 6C 1 sections B3, B7 or 810, as applicablQ@
Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (tefer to ALPINE drawings
160A-Z for standard plate positions. Alpine, a
division of ITW Buildingq Components Group In,,. shall not be responsible for any deviation from this drawing,anyv failure to build the µwc, truss in
conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA Beal on thi; drawing or cover page, , 13723 Riverport Drive listing thisrawinggindicatesacceptanceofproessionaengineeringresponsibilittyvsolelyforthedesrnshown. The suitability Suite 200 and useofthisAiawingforanystructureistheresponsibilityoftheBuildingDesigrlerperANSI/TPI 1 Sec.2. For more
information see this Job's general notes page and these web sites, _ ALPINE: www al meow com. TPI www t nst.o ; SBCA: www sbandustry com. ICC www ioasafe org Maryland Heights. MO 6304
Job Number: 21192 Ply: 1 SEON: 148267 / T7 / HIP_ Cust• RR408 JRef. 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty. 1 FROM. CH DrwNo 166.18 0548.01270
Truss Label: HJ3 SN / DF 06/15/2018
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL: 0.00
BCDL: 10.00
Des Ld- 37.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration' 1.25
Spacing: 24 0
1'10"10
Wind Criteria
Wind Std: ASCE 7-10
Speed: 139 mph
Enclosure: Closed
Risk Category: II
EXP. B
Mean Height: 20.48 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a. 3.00 ft
Loc. from endwall. not in 4.50 ft
GCpi: 0.18
Wind Duration' 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct. NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs. NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used, Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
4'2"3
4'2"3
Deft/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): NA
VERT(TL): NA
HORZ(LL).-0.001 D
HORZ(TL): 0.003 D
Creep Factor. 2.0
Max TC CSI: 0.095
Max BC CSI: 0.137
Max Web CSI: 0.000
VIEW Ver. 17 02.01A.1 114.21
51
T
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 164 /80 /- /- /- /4.9
D 69 /5 /- /- !- /1.5
C 31 /10 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Bearing B is a ngid surface.
Members not listed have forces less than 375#
0.708 1 -
ct
S T O,
R
Q
06/15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme carein fabricating, handllnpp shipping installing and bracing. Refer to and follow the latest edition of BCSI ((Building ComponentSfetyInformation, by TPI and SBCA) fbF safety practices pnor to performing these functions. Installers shall pprovide terhporarY bracing
per BSI. Unless noted o erwlse,top chord shall have properly attached structural sheathing and bottom fiord shall have a pro perrlly attached
rigid telling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections 83, 87 or 810, as
applicable. Apply plates to each face of truss and position as shown above and on the JolnfDefalls, unless noted otherwise. Defer to drawings
160A-Z for standard plate positions. ALPINE Alping,
a division of ITW Buildingq ComponQnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss
in cgnformance with ANSI 1, or ftor handllnq, shipping, Installabon and bracing of,trussesA Seal on this drawing or cover pa e. , listingthisdrawinggindicatesacceptanceofproesstonaTengineeringresponsibilUtvsolelyforthedesinshown. The suiPabtllty w,
nwc 13723
Riverpon Drive Suite
200 anduseofthisdaw!ng for any structure is the responsibility of the building Desigrfer per ANSI/TPI 1 Sec.2. For
more infonnatan see this job's general notes page and these web sites. _ ALPINE. ~v.alpineitw.com: TPI www tpmst qrg; SBCA www sbandustry min ICC v iccsafe org Maryland Heights, MO 63043
Job Number: 21192 Ply: 1 SEON: 148268 / T46 / HIP_ Cust. RR408 JRef: 1 WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo: 166.18.0548.00413
Truss Label: HJ5 SN I OF 06/15/2018
T
Loading Criteria (psf)
TCLL: 20.00
TCDL: 7.00
BCLL. 0.00
BCDL. 10.00
Des Ld: 37.00
NCBCLL: 10.00
Soffit: 200
Load Duration: 1.25
Spacing- 24.0 -
cn-rkr% 1 /
1'10"10
Wind Criteria
Wind Sid. ASCE 7-10
Speed: 139 mph
Enclosure. Closed
Risk Category: If
EXP• B
Mean Height: 20.98 it
TCDL• 4.2 psf
BCDL: 5 0 psf
MWFRS Parallel Dist. 0 to h/2
C&C Dist a: 3 00 ft
Loc. from endwall: not in 4 50 ft
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Wind
Wind loads and reactions based on MWFRS.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT. W
Pf: NA Ce: NA
Lu: NA Cs. NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std. 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
7'0"2
7'0"2
Dell/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL). NA
VERT(TL): NA
HORZ(LL)- 0 008 D
HORZ(TL): 0 018 D
Creep Factor. 2 0
Max TC CSI: 0.496
Max BC CSI: 0.457
Max Web CSI. 0.000
VIEW Ver. 17 02.01A.1114.21
H. /
0. Ike
o. 7,0s
o SAT O ;•
CON&01 A1, EN ,
06/15/2018
C
77
LO
CV LO
C'7
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 238 1104 /- I- /- /4.9
D 124 /2 /- /- /- /1.5
C 70 /27 /- I- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Reg = 1.5
D Min Brg Width Reg = -
C Min Brg Width Reg = -
Beanng B is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses reguire extreme care in fabricating, hands q shipping in;:talling.and bracing. Refer to and follow the latest edition of BCSI (Building
Component S fety Information, byY TPI an SBCA fb safety practices poor to performing these functions Installers shall provide temporary _
bracing per B SI.. Unless noted otherwise,top chord shall have properix attached structural sheathing and bottom hord shall have a progenyattachedriidceilingLocationsshownforpermanentlateralrestraint6fwebsshallhavebracinginstalledperBCIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions
Alpine, a division of ITW BuildingComponggnts Group Inc. shall not be responsible for any deviation from this drawing,anY failure to build the µMc o
truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA Seal on this draw! g or cover page , I. 13723 Riverport DrivelistingthisdrawinindicatesacceptanceofproTesslonarengineeringresponsibilitysolelyforthedesignshown. The su1 b111 Suite 200anduseofthis awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more informaUon see this ioUs general notes pago and these web sites ALPINE. www al ineitw com. TPI www.l inst o ; SBCA www sbandusl corn: ICC www iccsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply. 1 SEON: 148269 / T11 / HIP_ Cust: RR408 JRef. 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Oly: 2 FROM CH OrwNo: 166.18.0548 01568
Truss Label: HJ7 I SN I DF 06/15/2018
5'3"5 9110"1
5'3"5 + 4'6"12
ED]
12 Z2X44.24 p C
of r-
ih
v
B
T 3y
A
FE
9YA/All =4X4
1'10"10 --}-
Loading Criteria (psf) Wind Criteria
TCLL' 20.00 Wind Std: ASCE 7-10
TCDL: 7.00 Speed. 139 mph
BCLL' 0.00 Enclosure: Closed
BCDL: 10.00 Risk Category: II
Des Ld: 37.00
EXP. B
Mean Height: 21.48 ft
NCBCLL' 0.00 TCDL: 4 2 psf
Soffit: 2.00 BCDL 5.0 psf
Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2
Spacing: 24.0 ' C&C Dist a: 3.00 ft
Loc. from endwall' NA
GCpi: 0.18
Wind Duration: 1.60
Lumber
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
Loading
Hipjack supports 6-11-8 setback jacks with no webs
Wind
Wind loads and reactions based on MWFRS.
9,6„
4.1
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
Pg: NA Ct- NA CAT: NA PP Deflection in loc Udefl U#
Pf: NA Ce: NA VERT(LL): 0.015 C 999 240
Lu. NA Cs: NA VERT(TL): 0.041 C 999 240
Snow Duration NA HORZ(LL): 0.006 F - -
HORZ(TL)- 0.008 F
Code / Misc Criteria Creep Factor 2.0
Bldg Code: FBC 2017 RES Max TC CSI: 0.534
TPI Sid' 2014 Max BC CSI' 0.676
Rep Factors Used. No Max Web CSI: 0 290
FT/RT.20(0)/10(0)
Plate Type(s):
VIEW Ver. 17.02.01A.1114.21WAVE
lfe°AGE •sF 'c
o. 708 1
o t SAT
A
1 P.
COA"f/OBo(a. Ea.
06/ 15/2018
4
Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
B 398 /97 /- I- /- /4.9
E 352 /8 /- /- /- /1.5
D 215 /108 /- /- /- /1.5
Wind reactions based on MWFRS
B Min Brg Width Req = 1.5
E Min Brg Width Req = -
D Min Brg Width Req = -
Bearing B is a ngid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp.
B - C 210 - 570
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp
B - F 533 -184
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp.
C - F 199 - 579
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatinq, handlingq shippin ingtalling,and bracing . Refer to and follow the latest edition of BCSI (BuildingComponenSfety. Information, byY TPI and SBCA) fb safety radices pnor to performing these functions. Installers shall provide terhporary
bracing per S8SI Unless noted otherwise,top chord shall have properlyY attached structural sheathinq and bottom hord;hall have a propefly
attached riid ceiling Locations shown for rmanent lateral restraint of webs shall have bracinq installed per BC I sections B3. B7 or 1310, asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinrDetails, unless noted otherwise. kefer to ALPINE
drawings160A-Z for standard plate positions Alpine,
a division of ITW BuildingCComponQnts Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µwco trussincgnformancewithANSI21, or for handlin shipping, installation and bracing of,trussesA peal on this drawirlg or cover page, , 13723 Riverport Drive listingthisdrawinindicatesacceptanceofproessionaengineeringresponsibilitysolelyorthedelinshown. The suitability andseofthisawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIrrPI1des.,
Suite
200 For
more mfonnabon see this ob's general notes page and these web sites. ALPINE: www al meitw com TPI www.tpnst.org, SBCA www sbandustry com; ICC www iccsafe.org Maryland Heights, MO 6304
Job Number: 21192 Ply. 2 SEON- 148275 / T34 FLAT Cust' R408 JRef. 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Qty' 1 FROM. CH DrwNo. 166.18 0800 32090
Truss Label: FGt KM I WHK 06/15/2018
2 Complete Trusses Required
1'11"3 3'8"11 5'6"2 7'5"10 1 9'3"1 11,0119 12'10" 14'9"4
f 1,11"3 '+ 1,97 1,97 1'117 ' 1,97 ' 1-97 1 1'97 1'11"3
1112X4 =4X12 1112X4 4X6 1112X4 3X6 1112X4 =6X8 III2X4
A B C D E F G H I
T
1 9,4„
N M L K P J
3x1n 8X14 1112X4 =3X4 5X12 4X10
XY11 '
3'8"l 1
5'
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure' NA
BCDL' 5.00 Category: NA
Des Ld: 55.00
EXP: NA
Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit' 2.00 BCDL: NA psf
Load Duration. 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " CSC Dist a: NA It
Loc. from endwall: NA
I: NA GCpi. NA
Wind Duration: NA
Lumber
Top chord 2x4 SP #1 Dense
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.128'x3', min nails
Top Chord: 1 Row @ 2.75" o.c
Bot Chord. 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 50 plf at 0.13 to 50 plf at 14.77
BC' From 105 plf at 0 00 to 105 plf at 013
BC: From 5 plf at 0.13 to 5 plf at 14.77
TC: 803 lb Conc. Load at 1 77, 3.77, 5.77, 7.77
9.77,11.77,13.77
TC. 743 lb Conc Load at 12.85
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
14'9"4
111"3 1'117 3'5"3
5714 77"6 11,0119
3'3"11
14'4"4
5"
14' "4
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce. NA VERT(LL)- 0 287 E 616 240 O 3172 / - I - I - l - l 7.3
Lu. NA Cs: NA VERT(TL): 0.503 E 448 240 P 4009 / - I - I - l - 6.0
Snow Duration: NA HORZ(LL)- 0 045 A - - O Min Brg Width Req = 1 9
HORZ(TL): 0.063 A P Min Brg Width Req = 2.4
Code I Misc Criteria Creep Factor. 2.0 Bearings O 8 P are a rigid surface
Bldg Code. FBC 2017 RES Max TC CSI: 0.907
TPI Std: 2014 Max BC CSI: 0.892 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.988 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
FT/RT'20(0)/10(0)
Plate Type(s): B- C 0 -4714 E- F 0 -6249
WAVE VIEW Ver. 17.02 01A.1114.20 C-D 0 -4714 F-G 0 -5103
D-E 0-6293 G-H 0 -5103
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
O- N 2886 0 L- K 6137 0
N- M 6251 0 K- J 3480 0
M - L 6293 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens Comp. Webs Tens. Comp.
O-B 0 -3192 F-K 0 -1173
B- N 2074 0 K- H 1841 0
N- D 0 -1743 H- J 0- 3859
o. 7.08 1
Truss must be installed as shown with top chord up.• Q a
Z
COA%,v §ZONAL
iiiiim ,tw,alM
06/ 15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg, handlingq shipping installing and bracing. Refer to and follow the latest edition of BCSI Building
Component Safety Information, by TPI and SBCA) fbr safety practices pnor to performing these functions Installers shall provide to porary
bracing per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom hord shall have a proper y
attached npid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections 63, B7 or 810, _
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. F efer to ALPINEdrawings160A-Z for standard plate positions. LPP I NN
Alping, a division of ITW BuildincLComponents Group 1 . shall not be responsible for any deviation from this drawing,any failure to build the µwe r
I in cgnfonnance with ANSI/TPI 1, or for handlin4, shipping, instpllabon and bracing of trussesA Seal on this drawl g or cover pa e , , 6750 Forum Drive
listing this drawing indicates acceptance of pro fessionai engmeenn responsibility solely far the design shown. The suiTabdrty Suite 305anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesigrferperANSVTPI15ec.2.
For more infonnabon see this ob's cieneral notes page and these web sites. ALPINE. v al ineilw.com: TPI, www tipinst orci. SBCA. www sbandust corn: ICC www iasefe org
Orlando FL, 32821
Job Number: 21192 Ply. 1 SEON: 148290 / T19 / SY42 Cust. RR408 JRef: 1 WbT4080013
7413 - B r7413 - B -David Weekley Homes Oly: 3 FROM: CH DrwNo, 166.18.0548.01208
Truss Label: F01 SN / DF 06/1512018 10'6" 11;0"
l0 24'0"10 zq'6" 29'10"8 r' 10'6" 6"
0 13' Sib 5'4"8 i- 2'6" --I
2-6.12 --}— 2'
6"12 —}— 2'6"12 --{ f-- 2'6"12 —}— 2'6"12 —}-- 2'6"12 --}— 2'6"12 -+- 2'6"12 -- — 2'6"12 --- 1X3 =3X8 3X4 =3X4 =
W=3X4 m4X8 3X6 =3X4 1X3 A B C D
E F GH I J K L M N O Q I Z1X3 W
MTR
6 3X8 3X= 44X10 =W 3X4 =4X10 3X 1X3O 3X6 3X4 3X4 18'
10"6 11'
0"2 29'10"8 Loading
Criteria (psf) Wind
Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind
Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed:
NA mph Pf: NA Ce, NA VERT(LL): 0.333 X 671 360 Z 919 /- /- /- /- 7.3 BCLL. 0.00 Enclosure:
NA Lu: NA Cs- NA VERT(TL): 0.645 X 476 240 T 1982 / - / - / - / - 5.5 BCDL: 5.00 Category:
NA Snow Duration: NA HORZ(LL): 0.045 B - - O 515 / 40 / - / - / - 7.3 EXP: NA Des HORZ
TL 0.
063 B Z Min Br Width Re 1.5 9 q 9 CLLd: 10.00
MeanHeight: NA
tt NCBCLL 10.00 Code /
Misc Criteria Creep Factor. 2.0 P T Min BrgWidth Req = 1.5 TCDL NA psf Soffit:
2.00 BCDL:
NA Bldg Code: FBC 2017 RES Max TC CSI: 0.785 O Min Brg Width Req = 1.5 psf Load Duration: 1.
00
MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0.963 Bearings Z, T, & O are a rigid surface. Spacing: 24.0C&C
Dist a: NA ft Rep Factors Used. Yes Max Web CSI: 0.821 Members not listed have forces less than 375# Loc. from endwall: NA FT/
RT:12(Ou10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate
Type(s). Chords Tens.Comp. Chords Tens. Comp. Wind Duration: NA WAVE VIEW
Ver. 17.02.01A.1114.21 B- C 0- 2675 H-
I 0 -1847 Lumber C- D 0 -2675
I- J 1941 0 Top chord 42 SP #2
Dense :T2 4x2 SP #1 Dense: D - E 0 -2865 J - K 1941 0 Bot chord 42 SP #2
Dense E - F 0 -2864 K - L 538 -935 Webs 42 SP #3 F -
G 0 -1847 L - M 527 -948 G - H 0 -1847 M -
N 518 - 945 Plating Notes All plates are
2X4 except
as noted. Maximum Bot Chord Forces Per Ply (Ibs) Deflection Chords Tens.Comp. Chords
Tens Comp. Max JT VERT DEFL: LL:
0 33" DL: 0.37". See detail Z - Y 1621 0 T - S 374 -1136 DEFLCAMB1014 for camber recommendations. Y -
X 3090 0 S - R 948 -527 X- W 2864 0 R-
O 786 -171 Additional Notes W - V 2857
0 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
Maximum Web Forces Per Ply (Ibs) recommendations. t111•1111pr/rry L
I f"a y
Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as
shown with top chord up. dh i Z-8 0 -1801 I-
T 0 -2267 Q i G E S`C` •. '
B - Y 1165 0 T -
K Y - D 0 - 459 K -
S 0 -1489 995 0 vci •
r ^ D -
X 213 -
536 S - L 0 - 375 708 F- V 0 -1170
R-
N 177 - 385 Co. s V- I 1725
0 N- O 190 -873 e s S AT O
A'• Po+;
1 COA'av,
I
ONAIL06/
15/2018 WARNING" READ
AND FOLLOW ALL
NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO
ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in
fabricating, handling shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Informabon, byyTPI anSBCA) fi5r safe Practices pnor to performing these functions. Installers shall provide terhporarrYy _ bracin per 3 St.. Unless noted
olherwise.top chord shall h ve properly attached structural sheathinq and bottom hord shall havQ a pro erty attached riid ceilin Locations shown for
permanent lateral restraint Of webs shall have bracin9 installed per BC I sections B3, B7 or 10, as applicable. Applgy plates to each face
oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. f7efer to drawings 160A-Z for standard plate positions. ALPINE
Alping, a division of ITW BuildinggComponents Group InC.,
shall not be responsible for any deviation from this drewing,anZ failure to build the rx my mn••n truss in cgnfonnance with ANSI/TPI 1, or
for handling shhippinq, instpllation and bracing of trussesA seal on this drawing or cover pa a 13723 Riverpon Drive listing this drawing indicates acceptance of proTessionar engineeringresponsibilitysolelyforthedesignshown. The suitability Suite 200 and use of this drawing for any structureistheresponsibilityoftheBuildingDesigrferperANSIlTPI1S-ec.2. For more information see thisjob's general notes
page and these web sdes' ALPINE. w al 'neaw com; TPI: www 1 inst org, SBCA:-sbcindusl eom: ICC: www icrsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply 1 SEON 148291 / T23 / SY42 Cust. RR408 JRef: 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 7 FROM: CH DrwNo, 166.18 0548 00788
Truss Label: F02 SIN / DF 06/15/2018
10'6" 11'1"8 21'7"8 22'
210 8
10'6" 7" 10'6" 1'0"
I
I— 2'6" —{
0"H12
I
TYP)
F-- 2'6~1 z --1-- 2'6"1 z --}-- 2'6"1 z —I I— 2'6"1 z --I-- 2'6~1 z----}-- 2'6~1 z —1-- 2'6"1 z —0•'I 2I
1X3 =3X8 =3X4 =W=3X4 =-3X4 =-4X8 =3X4 =-3X4 =-1X3
A B C D E F G H I J K L M
as11X3 a3X10 =3X4
U =4XR Q P 10 =
W 3X4 =4X1 3X6
Loading
Criteria (psf) TCLL:
40.00 TCDL.
10.00 BCLL:
0.00 BCDL:
5.00 Des
Ld, 55.00 NCBCLL:
10.00 Soffit:
2.00 Load
Duration: 1.00 Spacing:
24 0 " Wind
Criteria Wind
Std: NA Speed:
NA mph Enclosure:
NA Category:
NA EXP:
NA Mean
Height: NA ft TCDL:
NA psf BCDL•
NA psf MW
FRS Parallel Dist: NA C&
C Dist a: NA it Loc.
from endwall: NA I:
NA GCpi: NA Wind
Duration. NA Lumber
Top
chord 4x2 SP #2 Dense Bot
chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs
4x2 SP #3 Plating
Notes All
plates are 2X4 except as noted Deflection
Max
JT VERT DEFL: LL: 0.36" DL- 0.34". See detail DEFLCAMS1014
for camber recommendations. Additional
Notes 2x6
continuous strongback. See detail STRBRIBR1014
for bracing and bridging recommendations.
Truss
must be installed as shown with top chord up. 18'
11"4 1 6'6"8 25'
6"8 Snow
Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg:
NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf:
NA Ce: NA VERT(LL): 0 360 V 623 360 X 975 / - / - / - / - 17.2 Lu:
NA Cs: NA VERT(TL): 0.665 V 451 240 R 1677 / - / - / - / - / 8.0 Snow
Duration: NA HORZ(LL): 0.046 B - - O 293 / 115 / - / - / - / 2.8 HORZ(
TL): 0.064 B X Min Brg Width Reg = 1 5 Code /
Misc Criteria Creep Factor. 2.0 R Min Brg Width Reg = 1.5 Bldg
Code: FBC 2017 RES Max TC CSI: 0.835 O Min Brg Width Reg = 1.5 TPI
Std: 2014 Max BC CSI: 0.726 Bearings X, R. S O are a rigid surface. Rep
Factors Used: Yes Max Web CSI: 0.769 Members not listed have forces less than 375# FT/
RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate
Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE
VIEW Ver. 2.01 A. 1114.21 o.
748 1 o' •
SAT O • Q 9 :• ,
o A 4r; AoA-
NA. 06/
15/2018 B-
C 0- 2907 G- H 0- 2441 C-
D 0- 2907 H- 1 0- 2441 D-
E 0- 3339 I- J 1186 0 E -
F 0 -3339 J -K 1186 0 F -
G 0 - 3340 K - L 444 -318 Maximum
Bot Chord Forces Per Ply (Ibs) Chords
Tens.Comp. Chords Tens. Comp X-
W 1736 0 S-R 1017 0 W-
V 3441 0 R- Q 315 452 V-
U 3340 0 Q- P 318 444 U-
T 3334 0 P- O 320 438 T -
S 1017 0 Maximum
Web Forces Per Ply (Ibs) Webs
Tens.Comp. Webs Tens. Comp. X-
B 0-1929 T - 1 1616 0 B-
W 1294 0 1- R 0- 2203 W-
D 0- 590 R- K 0 -1063 D -
V 318 - 437 L - O 482 - 352 G-
T 0 -1086 WARNING"
READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fapricatinqq, handling shipping in$talling and bracing Refer to nd follow the latest edition of SCSI Building ComponentSfety, Information, by TPI an SBCA) g safety practices prior to performing these functions. Installers shall provide to porarY bracing
per B SI. Unless noted oyherwlse,top chord shall h ve proper)V attached structural sheathing and bottom Chord 4hall ha v@ a prope y attached
rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 810, _ as
applicable. A pTy plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. kefer to ALPINE drawings
160A-Z for sp n and plate positions. LPP I NN Alping, a
division of ITW BuildingCompongnts Group Inr., shall not be responsible for any deviation from this drawmg,any failure to build the wmwca.wr truss in
cgnforrnance with ANSIITPPI 1, or for handling, shipping, instpliation and bracing of,trussesA Seal on this drawing or cover page , , 13723 Riverport Drive listing thisdrawinIndicattesacceptanceofprocessionalenglneringresponsibilittyvsolelyforthedesshown. The suiCablllty and use
of this rawing (or any structure is the responsibility ofpthe building Desigrfer per ANSI/TPI 1 sec.2. Suite 200 For more
information see this Iob's general notes page and these web sites: ALPINE: www alpmedw com: TPI www Ipmsl org, SBCA www sbanduslry com. ICC. www.iccsafe org_ Maryland Heights, MO 6304
Job Number: 21192 Ply. 1 SEQN. 148292 / T3 / SY42 Cusl• RR408 JRef: 1WbT4080013
7413 - B 17413 - B -David Weekley Homes Qty: 2 FROM: CH DrwNo. 166.18 0548.00849
Truss Label: F03 SN / OF 06/15/2018
9'6• 11' 1.4 24'3"
f 9'6• + 1'7"4+ 13'1.12
i
TYP) 1'6"12
E- 2'6•1 z 2-6•1 z --{ f-----{ f--- 2-6•1 z -}- 27112 -}- 2'6•1 z -{
1X3 =3X10
A B
T .-
v
V
1 X3
3X6
Loading Criteria (psf) Wind Criteria
TCLL. 40.00 Wind SIC: NA
TCDL. 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 " C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 42 SP #2 Dense :T2 42 SP #1 Dense:
Bol chord 42 SP #1 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.44• DL: 0.45•. See detail
DEFLCAMS1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Negative reaction(s) of -626# MAX. from a non -wind
load case requires uplift connection. See Maximum
Reactions.
Truss must be installed as shown with top chord up
3X4
D
3X6
G
W=3X4 ==-4X10
H I J
4X6 =1X3
L M
20'5" 3'l0" ^i
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Sid: 2014
Rep Factors Used: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
24'3-
Defl/CSI Criteria
PP Deflection in loc Udell U#
VERT(LL): 0.439 E 551 360
VERT(TL)• 0.790 E 401 240
HORZ(LL)• 0.056 B -
HORZ(TL): 0.077 B
Creep Factor. 2.0
Max TC CSI: 0.817
Max BC CSI: 0.805
Max Web CSI: 0.911
VIEW Ver. 17.02.01A.1114.21
06/ 15/2018
Maximum Reactions (Ibs)
Loc R I /Rw /Rh /RL /W
V 1002 /- /- /- /- /7.3
P 2109 /- /- /- /- /3.5
O 27 /626 /- /- /- /3.5
V Min Brg Width Req = 1.5
P Min Brg Width Req = 1.5
O Min Brg Width Req = 1.5
Bearings V, P, & O are a rigid surface.
Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
B- C 0- 3020 G- H 0- 2038
C- D 0- 3020 H- 1 0- 2038
D- E 0- 3589 I- J 0- 2038
E-F 0-3590 J -K 1910 0
F-G 0-3576 K -L 1910 0
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
V- U 1789 0 S- R 3590 0
U- T 3591 0 R- Q 3128 0
T- S 3591 0 P- O 0 - 569
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens Comp.
V-B 0 -1988 G -Q 0 -1208
B -U 1361 0 Q-J 1913 0
U- D 0- 631 J- P 0- 2447
D- S 381 - 283 P- L 0 -1580
R-G 774 0 L-O 881 0
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricatingq, handlingq shipping in$talling,and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by. TPI an a SBCA) tbr sa etya practices poor to performing these functions. Installers shall provide terliporarybracingPerBGSI. Unless noted otherwise top chord shall h ve proper)Vy attached structural sheathinq and bottom Chord *hall havg a proge y
attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 87 or 810,
as applicabe. ARRpllplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to ALPINE
NEdrawings160A-Z for standard plate positions. Alping,
a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the ,r,n truss
in cgnfonnance with ANSI 1, or for handling, shipping, installation and bracing of trussesA gal on this dr wir5g or cover pa 13723 Riverpon Drive listingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely r the design shown. The suitability Suite 200 anduseofthistd7awingforanystructureistheresponsibilityoftheuildingDesignerperANSIIrPI1Sec.2. For
more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.com: TPI www i inst arg. SBCA: www sbundust .corn, ICC: w iccsafe org Maryland Heights, MO 6304
Job Number: 21192
I Ply 1 SEON 148293 / T22 / SY42 Cush RR408 JRef: 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM. CH DrwNo. 166.18.0548.01147
Truss Label: F03A SN / DF 0&15/2018
1'S'8 247
f ;
5.8 2278
1'3i 174
1'4'
TYP)
3X4 = 3X4
1 X3 = W =3X4 m 1 X3
A L T
AO AN AG W
1X3 =3X4 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 1111X3 =3X4
1111 X3 = W =3X4
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sid: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld. 55.00 Mean Height: NA it
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 ' C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 4x2 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
247
Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or •=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.000 T 999 360 AO-109 /- /_ /_ / - / 291
Lu: NA Cs: NA VERT(TL): 0.001 T 999 240 AO Min Brg Width Req = -
Snow Duration: NA HORZ(LL): 0.000 T - - Bearing AO is a rigid surface.
HORZ(TL): 0.000 T
Code I Misc Criteria Creep Factor. 2.0 Members not listed have forces less than 375#
Bldg Code: FBC 2017 RES Max TC CSI: 0.105
TPI Sid: 2014 Max BC CSI: 0.021
Rep Factors Used: Yes Max Web CSI: 0.033
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
06/ 15/2018
WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling. shipping Installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI an SBCA) tb safely practices pnor to performing these (unctions. Installers shall provide terhporarY
bracing per 38SI.. Unless noted otherwise top chord shall hove properix attached structural sheathing and bottom hord $hall have a prope yattach8dnidceilmqLocationsshownfogpermanentlateralrestraintbfwebsshallhavebraclnqinstalledper6C1sectionsB3, B7 or 6610. _
as appllcabie. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to
drawings 160A-Z for standard plate positions. ALPINE
Alping, a division of ITW BuildinlgCComponpnts Group Inc. shall not be responsible for any deviation from this drawingq anvy failure to build the nnwcao.,n
truss In conformance with ANSI/TPI 1, or for handling, shipping, Installabon and bracing of trussesA eal on this dr3wiAg or cover page , , 13723 Riverport DrivelistingthisdrawingindicatesacceptanceofproTessionarengineQrinqqresponsibilitysolelyforthedesignshown. The sui bdlty Suite 200anduseofthisCrowingforanystructureistheresponsibilityofthe9uildingDesignerperANSI/TPI 1 5ec.2.
For more intormation see this IoVs general notes page and these web sites ALPINE, w al ineaw com: TPI www tpinst o : SBCA www sbandust .coin, ICC. www.iccsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply: 1 SEON: 148294 / T26 / SY42 Cust: RR408 JRef• 1 WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty, 5 FROM. CH DrwNo. 166.18.0548.00415
Truss Label: F04 SN / OF 0611512018
f
9'6" + 11'0"12 20'6"12
9,6„ 1,6„ 1'2f' 9,6„ `
1
F 2'6" -i
1' —
2-6.12 --{
TYP) 1'6"12
I I-- rs" 12 --}-- z's" 12 —{ 1---I I-- 2'6° 12
1X3 =4X8
A B C
S R 0
4X101
AYR =W=3X4
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL. 0.00
BCDL: 5.00
Des Ld, 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP- NA
Mean Height: NA It
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense.
Webs 42 SP #3
Plating Notes
All plates are 2X4 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.48" DL. 0.43'. See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
3X4 = 3X4
D E F G
P O
3X4 =3X4
20'6"12
W=3X4 =4X8 =1X3
H I J K
N Mr
4X10 =3X8
Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL). 0.481 E 500 360 S 1117 / - / - 1- I - 7 3
Lu: NA Cs: NA VERT(TL): 0.842 E 364 240 M 1118 / - / - /- I - 3.5
Snow Duration: NA HORZ(LL): 0.060 B - - S Min Brg Width Req = 1.5
HORZ(TL): 0.083 B M Min Brg Width Req = 1 5
Code / Misc Criteria Creep Factor. 2.0 Bearings S & M are a rigid surface.
Bldg Code. FBC 2017 RES Max TC CSI: 0.617
TPI Std: 2014 Max BC CSI. 0.776 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.777 Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chards Tens. Comp.
FT/RT:12(0)/10(0)
Plate Type(s): B- C 0 -3499 F- G 0 -4538
WAVE VIEW Ver. 17.02.01A.1114.21 C - D 0 -3499 G - H 0 -3498
4538 H -1 0- 3498
E- F 0- 4545 I- J 0- 3498
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
S- R 2024 0 P- O 4545 0
R- 0 2024 0 O- N 4322 0
O- P 4323 0 N- M 2023 0
3a ,•• \GE SF • ;<
o. 7.08 1
06/ 15/2018
NA4
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
S- B 0- 2248 O- G 610 -135
B-0 1631 0 G-N 0 -912
O-D 0 -910 N-J 1630 0
D- P 609 -135 J- M 0- 2248
WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extr ie care in fabdcatinqq, handlingq shipping in*talling.and bracingq. Refer to and follow the latest edition of BCSI Building
Component Safety Information, by_TPI and SBCA) fbr safe practices prior to perfo riling these functions. Installers shall pprovide te porarV _ bracing per BGSI. Unless noted o erwlse,top chord shall h ve proper[Vy attached structural sheathingp and bottom hord $15a11 have a proge y
attached ngid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC I sections B3, 87 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. 7efer to
ALPINEV, drawings 160A-Z for standard plate positions LP 1 1
AlpinQ, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drewing,any failure to build the u rtwoawun
truss In cgnfonnance with ANSI PI 1, or for handling, shippinq, installation and bracing of lrussesA Seal on this drawing or cover pa e, t3723 Rlverpori Drivelistingthisdrawingindicatesacceptanceofpro) esslonaT engingerinq responsibility solely r the desl n shown. The suitability Suite 200anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSVTPI1Sec.2.
For more information see thislob's general roles page and these web sites, ALPINE w al ineilw com TPI www 1 inst org. SBCA: w .sbandusl .odm: ICC' www iccsafe org Maryland Heights. MO 6304
Job Number: 21192 Ply: 1 SEQN: 148295 / T28 / SY42 Cust. RR408 JRef. 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 7 FROM: CH DrwNo• 166.18.0548.01785
Truss Label: F05 KM / BAF 06/15/2018
10'6" 12'3" 4 20'3"4
r 10'6„ 1 g„4—r 61
2'6" 2'6" 12 --}-- 2'6" 12 —}—_ 2'6"12 —{ F-- 2'6" 12 —}— 2,6„12
TYP)
1112X4 = W=3X4
1 X3 = 3X4 III2X4 = 4X6 1112X4 = 3X4 III 2X4 = 3X6 1112X4
A B C D E F G H I J
T
v
L i• 9 4'
3X4 P O N M L K
1X3 =3X8 =3X6 1112X4 =3X8 =3X6
W=3X4
578 15'
2074 -I
Loading Criteria (psf) Wind Criteria
TCLL- 40.00 Wind Std: NA
TCDL: 10.00 Speed. NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height. NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL. NA psf
Load Duration: 1 00 MWFRS Parallel Dist: NA
Spacing: 24.0 ' C&C Dist a: NA it
Loc. from endwall. NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense :B2 42 SP #1 Dense:
Webs 42 SP #3
Hangers I Ties
J) Hanger Support Required, by others
Deflection
Max JT VERT DEFL: LL: 0.26" DL: 0.31". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Snow Criteria (Pg.Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W
Pf: NA Ce: NA VERT(LL). 0.258 M 685 360 Q 273 / 64 I - I - / - 2.8
Lu: NA Cs: NA VERT(TL)• 0 504 F 502 240 O 1235 / - I - I - l - 18.0
Snow Duration: NA HORZ(LL): 0.021 K - K 803-
HORZ(TL): 0.029 K Q Min Brg Width Reg = 1.5
Code / Misc Criteria Creep Factor. 2 0 O Min Erg Width Reg = 1.5
Bldg Code: FBC 2017 RES Max TC CSI: 0.866 K Min Erg Width Reg = -
TPI Std: 2014 Max BC CSI: 0.864 Bearings Q 8 O are a rigid surface.
Rep Factors Used: Yes Max Web CSI: 0.528
Members not listed have forces less than 375#
FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs)
Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
WAVE VIEW Ver. 17.02.01A.1114.21
B - C 554 - 23 F - G 0 - 2152
C - D 554 - 23 G - H 0 - 2152
D-E 0-2095 H - 1 0 -2152
E - F 0 - 2114
AGE SAC •. C
o. 708 1
t
S T O,
C0010-1Z4A6NAL EN
06/ 15/2018
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
O-N 1110 0 M-L 2119 0
N-M 2114 0 L-K 1346 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp
B-O 0 -630 L-I 891 0
O-D 0 -1605 I-K 0 -1498
D - N 1109 0
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extreme care in fabricatingq, handlingp shipping installing and bracing. Refer to and follow the latest edition of BCSI Building
Com,ponenf Safety Information, by TPI anr7 SBCA) fb safety practices prior to performing these functions. Installers shall purovide to porarV
bracin per BGSI Unless noted olherwise,top chord shall hove properly attached structural sheathing and bottom hord , t all have a progeny
attach d npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or Blo
as applicabl@@ Apply plates to each face, of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f2efer to
ALPINEdrawings160A-Z for standard plate positions.
Alpine, a division of ITW Build in4Components Group Inc. shall not be responsible for any deviation from This drawing,any failure to build thetrussinconformancewithANSI4PI1, or for handling, shipping, instpllation and bracing o trussesA Seat on this drawl g or cover page, , 2400 Lake Orange Dr. listing this drawin indicattes acceptance of pro essiona engineering responsibilittyv solely (or the design shown. The sui bility Suite 150anduseofthis rawrng (or any structure is fhe responsibility of the building Desigrfer per ANSI/TPI 1 Sec.2.
For more information see thisAob's general notes a and these web sites, ALPINE www.al inemv com. TPI, www t nst o SBCA www.sbpndust wrn Icc www i,efe o Orlando FL, 32837
Job Number: 21192 Ply. 1 SEQN: 148296 / T30 / SY42
I
Cust: R R408 JRef' 1 WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM- CH DrwNo: 166.18.0548.01926
Truss Label: F05A KM / BAF 06/15/2018
Loading Criteria (psf)
TCLL: 40.00
TCDL: 10.00
BCLL. 0.00
BCDL' 5.00
Des Ld: 55.00
NCBCLL: 10.00
Soffit: 2.00
Load Duration: 1.00
Spacing: 24.0 "
Lumber
1'S"8 20'3'4
1'S'8 18712
12_ V4" "i
TYP)
3X4
1 X3 = W =3X4 = 3X4
A L O
AH
i
I I I I
i i i i
EMMI I I I I 0
i i i i i i i i i
II
II111 pI''I'1'' C
sa W=3X4
2jF__ 4,8"8 ---„ 15
Wind Criteria
Wind Std: NA
Speed: NA mph
Enclosure: NA
Category: NA
EXP: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA It
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Top chord 42 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are 2X4 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations
Truss must be installed as shown with top chord up.
20'3"4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT' W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code: FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(Oy10(0)
Plate Type(s):
WAVE
DeFl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.000 Q 999 360
VERT(TL): 0.001 Q 999 240
HORZ(LL):-0.000 R -
HORZ(TL): 0.000 R
Creep Factor. 2.0
Max TC CSI: 0.106
Max BC CSI: 0.025
Max Web CSI: 0.034
Maximum Reactions (Ibs), or •=PLF
Loc R /U /Rw /Rh /RL /W
AH55 /- /- I- /- 2.8
AH'99 / - / - / - / - 56.5
AK 145 /- /- /- /- 8.0
AD"106 / - / - / - I - 176
AH Min Brg Width Req = 1.5
AH Min Brg Width Req = -
AK Min Brg Width Req = 1.5
AD Min Brg Width Req = -
Bearings AH, AH, AK, & AD are a
rigid surface.
VIEW Ver. 17.02.01A.1114 21 1 Members not listed have forces less than 375#
jJl H.
0. 708 1
o t SAT O. : Q
06/ 15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatingg haandlingg shipping in*talling.and bracing. Refer to and follow the latest edition of BCSI Building
Component Safety Information, byY TPI an SeCA) fbr safety practices poor to performing these unctions. Installers shall provide to porary
bracin per BGSI Unless noted otherwise,top chord shall have properly attached structural sheathlnp and bottom Chord ;gall hav a prope yattach d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brawnqq jlnslalled per BCSI sections B3, t7 or B10,
as applicable. Apply Wtes to each face of truss and position as shown above and on the Jolnf Oetalls, unless noted otherwise. Meier todrawings160A-Z for standard plate positions. ALPINE
Alpine, a division of ITW Buildin4q ompongts Grpup InC shall not be responsible for any deviation from this drewin any failure to build the
truss in cQnfornance with ANSIlf I 1, or for handling, shipping, instpilation and bracing of,trussesA Seal on this dr wing or cover pa yys , 2400 Lake Orange Dr. listing this drawing indica es acceptance of pro) esslonar engmeerinq responslbilltt v solely for the design shown. The sulfabllity Suite 150anduseofthisthawingoranystructureisfieresponsibilityoftheBuildingDesigrSerperANSI/TPI t Sec.2.
For more information see this iob's aeneral notes mae and these web sues, ALPINE: www almneitw com. TPI www tomst ora. SBCA www sbandustry com: ICC: www iccsefe ora Orlando FL. 32837
Job Number: 21192 Ply. 1 SEQN: 148297 / T36 / SY42
I
Cust: R R408 JRef: 1 WbT4080013
7413 - B (7413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo: 166.18.0548.00414
Truss Label: F06 SN / OF 06/15/2018
1'5"8
1'5"8
4"1
F 1 '4" "
TYP)
19'2"8
177
1112X4 = W=3X4
3X4 1112X4 1112X4 1112X4 1112X4 1112X4 III2X4 III2X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 = 3X4
A M Q
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Sld: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure' NA
BCDL: 500 Category: NA
EXP: NA
Des Ld: 55.00
Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration' 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 42 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up,
19'2"8
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF
Pg: NA Ct: NA CAT: NA PP Deflection in loc UdeFl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 Al- 109 I - / - / - / - / 223
Lu: NA Cs: NA VERT(TL): 0.001 Q 999 240 S 57 I - I - l - l - l 7.3
Snow Duration: NA HORZ(LL):-0.000 S - - Al Min Brg Width Reg = -
HORZ(TL): 0.000 S S Min Brg Width Reg = 1.5
Code / Mist; Criteria Creep Factor. 2.0 Bearings At & S are a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0.105
TPI Std: 2014 Max BC CSI: 0.021 Members not listed have forces less than 375#
Rep Factors Used: Yes Max Web CSI: 0.033
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE VIEW Ver. 17.02.01A.1114.21
41
o. 7.08 1
t •
S AT O,
COA 31Q10NAI
06115/2018 WARNING" READ AND
FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS
DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire
extreme care in fabricating, handlin shipping in¢talling.and bracing. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, by TPI on C SBCA) f safeltyy practices pnor to performing these functions. Installers shall provide terhporarY brawn per B
E Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord ;Hall hav@ a progeny attach d n
Id telling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or 810, as applicable. Apply
plates to each face of truss and position as shown above and on the JoinTDetalls, unless noted otherwise. kefer to ALPINE drawings 160A-
Zforstandardplatepositions. Alpine, a division
of ITW BuildingCCompongnts Group Inc. shall not be responsible for any deviation from this drawinqq,any failure to build the mm c I in cgnfonnance
with ANSI4PI 1, or for handling, shipping, installation and bracing of,trussesA Seal on tht; drawing or over pa a 13723 Riverport Dnve listing this drawln indicates acceptance of pro) esstonar engineering responsibility solely for the des iggn shown. he suiCability Suite 200 and use ofthisiawingforanystructureIsaresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information
see this lob's general rotes page and these web sites, ALPINE www.alpinedw, com: TPI, www t msl o ' SBCA• www sbandustry cum. ICC: www.lccsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply. 1 SEON: 148298 / T35 / SY42
I
Cust RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David W eekley Homes Oty 1 FROM: CH DrwNo 166.18 0548 00429
Truss Label: F07 SN / DF 06/15/2018
1'4"
1'4"
1'4"12 1,4" --{
TYP)
3X4
A
T
1
T
S
3X4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF)
TCLL: 40.00 Wind Std: NA Fig, NA Ct: NA CAT. W
TCDL: 10.00 Speed' NA mph Pf: NA Ce: NA
BCLL' 000 Enclosure: NA Lu' NA Cs: NA
BCDL- 5.00 Category. NA Snow Duration- NA
EXP: NA
Des Ld: 55.00 Mean Height' NA it
NCBCLL: 10.00 TCDL: NA psf
Code / Misc Criteria
Soffit: 2.00 BCDL: NA psf Bldg Code' FBC 2017 RES
Load Duration. 1.00 MWFRS Parallel Dist: NA TPI Std' 2014
Spacing: 24.0 " C&C Dist a. NA ft Rep Factors Used- Yes
Loc. from endwall: NA FT/RT:20(0)/10(0)
I: NA GCpi. NA Plate Type(s)-
Wind Duration' NA WAVE
Lumber
Top chord 42 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 42 SP #3
Bracing
Sheathing is required for any longitudinal(drag)
forces. All connections to be designed by the building
designer.
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up.
11'5"
10-1"
11'5"
Defl/CSI Criteria
PP Deflection in loc L/defl LJ#
VERT(LL). 0.000 B 999 360
VERT(TL). 0.000 B 999 240
HORZ(LL):-0.000 B -
HORZ(TL): 0.000 B
Creep Factor. 2.0
Max TC CSI: 0.119
Max BC CSI: 0.028
Max Web CSI: 0.036
VIEW Ver. 17.02.01A.1114.21
0.7108 1
S AT O • Q
CO # ZYONAL EN •,'`
06/15/2018
Maximum Reactions (lbs), or'=PLF
Loc R / U / Rw / Rh / RL / W
T" 110 /- /- /- /- /137
T Min Big Width Reg = -
Bearing T is a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabncabnq, handlingq shlppin installing and bracing.. Refer to and follow the latest edition of BCSI BuildingComponentSafetyInformation, by TPI and SBCA) fb safety pactices pnor to performing these functions. Installer$ shall provide to porarrYY _
bracing per BGSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathingq and boltQm hord shall have a progefly
attached rigid telling Locations shown for permanent lateral restraint bf webs shall have bracinginstalled per 9C 1 sections S3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to
ALPINEdrawings160A-Z For standard plate positions.
Alpine, a division of ITW Bwldipp Components Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the v,,,,,,
truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page , , 13723 Riverpon DrivelistingthisQrawinqindicatesacceptanceofpro-fessional engineering responsibility solely r the desgi n shown. The suiCabilityanduseorthisr77iawingforanystructureistheresponsibilityofthebuildingDesigrSerperANSI/TPI 1 Sec.2. Suite 200
For more infornabon see this ob's general notes page and these web sites ALPINE www al ineitw Com TPI www t inst org, SBCA v w sbandusl oom: ICC, www iocsafe org Maryland Heights, MO 6304
Job Number: 21192 Ply.1 SEON: 148299 / T33 / SY42 Cust• RR408 JRef• 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 2 FROM: CH OrwNo. 166.18.0548.00819
Truss Label: F08 SN / OF 06/15/2018
5'4" 8 7'3"4 12'7"12
5'4"8 '+' 110"125,4"8 _I
2'
6" -i
2'
6"12 --{ f- — 2'6"12 TYP)
1111
X3 1X3 =
3X6 1111X3 1111X3 =3X6 1112X4 A
B C D E F i-
T
4' J
1X3
3X4
127
12 Loading
Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL:
40.00 Wind Std: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL:
10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.110 D 999 360 J 682 I - I - l - I - l 7.3 BCLL:
0.00 Enclosure: NA Lu: NA Cs- NA VERT(TL): 0.253 C 805 240 G 696- BCDL-
500 Category: NA Snow Duration: NA HORZ(LL): 0.019 B - - J Min Brg Width Reg = 1.5 EXP:
NA Des
55 00 HORZ TL . 0.032 B G Min Br Width Reg 9MeanHeight: NA It NCBCLL:
10 00 g
Code I Misc Criteria Creep Factor. 2.0 Bearing J is a rigid surface. TCDL.
NA psf Soffit.
2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.526 Members
not listed have forces less than 375# Load
Duration: 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0 598 Maximum
Top Chord Forces Per Ply (Ibs) Spacing:
24.0' C&C Dist a- NA ft Rep Factors Used- Yes Max Web CSI: 0.347 Chords
Tens.Comp. Chords Tens. Comp. Loc.
from endwall• NA FT/RT:12(0)/10(0) I:
NA GCpi: NA Plate Type(s): B - C 0 -1654 D - E 0 -1654 Wind
Duration: NA WAVE VIEW Ver. 17.02.01A.1114.21 C - D 0 -1666 Lumber
Maximum
Chord Forces Per Ply (Ibs) Top
chord 4x2 SP #2 Dense Chords Tens.Comp. Chords Tens. Comp. Botchord4x2SP #2 Dense Webs
4x2SP#3 J-1 1126 0 H-G 1125 0 I -
H 1666 0 Hangers /
Ties J)
Hanger Support Required, by others Maximum Web Forces Per Ply (Ibs) Additional
Notes Webs Tens.Comp. Webs Tens. Comp 2x6
continuous strongback. See detail J - B 0 -1252 H - E 658 0 STRBRIBR1014
for bracing and bridging B - 1 658 0 E - G 0 -1253 recommendations.
Truss
must be Installed as shown with top chord up n• ••
11 H •
ry""'i
Sa ;
0.
708 1 o••
SAT O 'Q fF COA
OA.,a' 06/
l 5/2018 WARNING**
READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**
FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses
require extreme care in fa¢Tricatlno, handling shippin installing,and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, bVVPI an SBCA) sa ety ractices pnor to performing these unctions. Installers shall provide terhporarrYY bracing BCSI
Unless noted chord shall have attached structural sheathmp and bottom hord have a per olherwlse,top properly shall properly attached rigid
ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or 810, as applicable.
Apply plates to each face of truss and position as shown above and on the Joinf-DDetails, unless noted otherwise. (2efer to drawings 160A-
Z for standard plate positions ALPINE Alpine, a
division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the truss In
conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawl g or cover page , , Iisting this
drawin indicates acceptance of pro7esslonar engineering responsibility solely f$or the design shown. The SuiCability M n
13723 Rlverport
Drive and use
of this yawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 200' For more
information see this 'ob's general notes page and these web sites ALPINE www al ineaw.com: TPI- www t Inst o • SBCA www sbandustry corn. ICC www locsafe.org Maryland Heights. MO 6304
Job Number: 21192 Ply 1 I
SEQN: 148300 / T25 / SY42 Cust: RR408 JRef. 1WbT4080013
7413 - B 77413 - B -David Weekley Homes Oty. 1 FROM: CH DrwNo. 166.18.0548 01255
Truss Label: F09 SN / DF 06/15/2018
T
1
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 000 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MW FRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a. NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bat chord 42 SP #2 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with lop chord up
1'3'12 6'9.4
rL 1'3-12 + 5'5'8
17 —'i 1'4•
TYP)
3X4
A F
L
G
K
3X4
r6• 678 111
Snow Criteria (Pg,Pf in PSF)
Pg, NA Ct. NA CAT: N/
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code. FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:20(0)/10(0)
Plate Type(s):
WAVE
6'9.4
Defl/CSI Criteria
PP Deflection in loc Udefl U#
VERT(LL): 0.000 F 999 360
VERT(TL): 0.001 F 999 240
HORZ(LL):-0.000 B -
HORZ(TL): 0.000 B
Creep Factor. 2.0
Max TC CSI: 0.117
Max BC CSI: 0.028
Max Web CSI. 0 035
VIEW Ver. 17.02.01A.1114.21
n-' ` -r f
OC SF
o. Boa
4 :• S AT O : Q
COA %YS11ONAL EN
06/ 15/2018
Maximum Reactions (lbs), or •=PLF
Loc R /U /Rw /Rh /RL /W
L 53 /- /- /- /- /6.0
L• 102 /- /- /- /- /72.5
G 61 /- /- /- /- /2.8
L Min Brg Width Req = 1.5
L Min Brg Width Req = -
G Min Brg Width Req = 1.5
Bearings L, L, 8. G are a rigid surface.
Members not listed have forces less than 375#
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingq shipping in,§lalling,and brac'nqq. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an 0 SBCA) fb safel(yy practices prior to perf"ohriing these functions. Installers shall provide terhporary
bracing per BGSI. Unless noted olherwise,top chord shall have property attached structural sheathinq and bottom Chord shall have a progeny
attached ngid ceiling Locations shown for permanent lateral restraint of webs shal have bracing installed per BCSI sections B3, B7 or 610. as applicable. Apply pplatees to ach face, of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to
ALPINEdrawings160A-Z for stantlard plate positions.
AlpinQ, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drewing,an failure to build the v,nWC
truss in conformance with ANSI PI 1, or for handling, shipping, installabon and bracing of trussesA Seal on this drawiXg or cover pagge, , t3723 Riverport Drivelistingthisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the desiqn shown. The suiCability
and use of this i9rawing for any structure is the responsibility of the uilding Desigrfer per ANSIITPI 1 Sec.2. Suite 200
For more information see thisjob's general notes page and these web sites. ALPINE www al neilw CornTPI: www t inst org, SBCA, www.sbcindusl Corn: ICC• www iocsafe org Maryland Heights. MO 6304
Job Number: 21192 I Ply: 1 SEON: 148301 / T27 / SY42 Cust: RR408 JRef: 1WbT4080013
7413 - B r7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo. 166.18.0548.00820
Truss Label: F10 SN / OF 06/15/2018
1 1,5„8 1 4'6„12 _1
f 1,5.8 T 3,1"4
1,4.12 --}-- 1,4" --{
WP)
3X4
A E
T
1 J
F
I
3X4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF)
TCLL: 40.00 Wind Sld, NA Pg: NA Ct: NA CAT: W
TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA
BCLL: 0.00 Enclosure: NA Lu: NA Cs- NA
BCDL: 5.00 Category: NA Snow Duration: NA
EXP. NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Code I Misc Criteria
Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES
Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std: 2014
Spacing: 24.0 C&C Dist a: NA ft Rep Factors Used: Yes
Loc. from endwall- NA FT/RT:20(0)/10(0)
1: NA GCpi: NA Plate Type(s):
Wind Duration: NA WAVE
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
Truss must be installed as shown with top chord up
4'6" 12
Deft/CSI Criteria
PP Deflection in loc Udell L/#
VERT(LL): 0.000 B 999 360
VERT(TL): 0.000 B 999 240
HORZ(LL):-0.000 B -
HORZ(TL): 0.000 B
Creep Factor. 2.0
Max TC CSI: 0.103
Max BC CSI: 0.021
Max Web CSI: 0.024
VIEW Ver. 17 02 01A.1 114.21
P N
o. 08 1
o• SAT O.
COAlftM4 oruAL E ,
Maximum Reactions (Ibs), or'=PLF
Loc R /U /Rw /Rh /RL /W
J 62 /- /- /- /- /7.3
J" 108 /- /- /- /- /47.5
J Min Brg Width Req = 1.5
J Min Brg Width Req = -
Bearings J & J are a rigid surface.
Members not listed have forces less than 375#
06/ 15/2018
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating h ndlinqq shipping in§talling and bracing. Refer to and follow the latest edition of BCSI (Building
t Safe Information, by TPI ana S CA fb safety raclrces pnor to perfo ing these functions. Installers shall provide terhporaryBGSI. Unless noted oy erwise.top chord shall h9ve properly attached structural sheathinq and boltQm hord shall have a properly
1d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3. B7 or 810,
it ARply ptatBs to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-
Z for standard plate positions. of
1
F'1 1, or for m acce
nce any
s ructure for
failure to build the I
or cover pa n. The s.,gtlllty A
IPL NEMc¢
VIMn 13723
Riverpon Drive Suite
200 Maryland
Heights, MO 6304:
Job Number: 21192 Ply: 1 I
SEQN: 148306 / T31 / SY42
I
Cust. R R408 JRef. 1 WbT4080013
7413 - B 17413 - B -David Weekley Homes Oty: 1 FROM: CH OrwNo: 166.18.0548.00679
Truss Label: F11 SN / DF 06/15/2018
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 1000 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL- 5.00 Category, NA
EXP: NA
Des Ld: 55.00 Mean Height NA ft
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist. NA
Spacing: 24.0 ' CSC Dist a: NA ft
Loc. from endwall: NA
I. NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 4x2 SP #2 Dense
Bot chord 4x2 SP #2 Dense
Webs 42 SP #3
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC- From 100 plf at 0.00 to 100 plf at 4.00
BC: From 170 plf at 0.00 to 170 pif at 4.00
Additional Notes
Truss must be installed as shown with top chord up
3 + 3
III 2X4 = 3X4 1112X4
A B C
3X4 = 3X4
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT. W
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration. NA
Code / Misc Criteria
Bldg Code. FBC 2017 RES
TPI Std: 2014
Rep Factors Used: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
4' A
Deft/CSI Criteria Maximum Reactions (Ibs)
PP Deflection in loc Udefl LI# Loc R / U / Rw / Rh / RL / W
F 540 / - / - / - / - / 3.5VERT(LL): 0.012 E 999 360
VERT(TL): 0.023 E 999 240 D 540 / - / - / - / - / 3.5
HORZ(LL): 0.001 D - F Min Brg Width Reg = 1.5
HORZ(TL). 0.002 D D Min Brg Width Reg = 1.5
Creep Factor. 2.0 Bearings F & D are a rigid surface.
Max TC CSI: 0.186
Max BC CSI: 0.436 Members not listed have forces less than 375#
Max Web CSI: 0.168 Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
F -E 396 0 E-D 396 0
Maximum Web Forces Per Ply (Ibs)
VIEW Ver. 17.02.01A.1114.21
Webs Tens.Comp. Webs Tens. Camp
F- B 0- 490 B- D 0 - 490
rah
o. 708 1
S AT
CON,9101YAL
06/ 15/2018
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
s renqire extreme care in fabricatinq, handlingp shipping installing and brae ng. , Refer to and follow the latest editi n of BCSI BuildingnenfSferyInformation, by TPI an SBCA) fbr safety practices prior to perf'onneng these functions Installers shalQprovide temporary
er B SI., Unless noted otherwise,top chord shall have proper)YY attached structural sheathing and bottom Chord *15all hav8 a proper
tl n id ceiling. Locations shown forpermanent lateral restraint Of webs shall have bracing installed per BC I sections B3. B7 or 810, licabI@
AgrrpTy ptat6s to each face of truss and position as shown above and on the Joenf9Details, unless noted otherwise. (refer to 3s
160A-Z for standard plate positions. a
division of ITW BuildingCompongnts Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the i
cQnfonnance with ANSI//TTPI 1, or ffor handling, shipping, instpllabon and bracing of,trussesA eal on this drawl or cover pa e - . this
drawin indicates acceptance of proTesseonar engineering responsibilittyv solely 1$or the desi n shown. The suitabtltty seofthis iawing for any structure is the responsibility of the Building DesigrSor per ANSI/TPI 1 Sec.2. infoanallpn
see this job's general notes page and these web sites ALPINE www aepmettw com. TPI www 1pmst org, SBCA _ www.sbandustrrtom: ICC• www is saf ALPINEINE
u,
awaowwr 13723
Rlverport Drive Suite
200 Maryland
Heights, MO 6304:
Job Number: 21192 Ply. 1 SEON: 148303 / T32 / SY42 Cust: RR408 JRef: 1WbT4080013
7413 - B /7413 - B -David Weekley Homes Oty: 1 FROM: CH DrwNo: 166.18.0548.00991
Truss Label: F12 SN / DF 06/15/2018
T
1
Loading Criteria (psf) Wind Criteria
TCLL: 40.00 Wind Std: NA
TCDL: 10.00 Speed: NA mph
BCLL: 0.00 Enclosure: NA
BCDL: 5.00 Category: NA
EXP: NA
Des Ld: 55.00 Mean Height: NA It
NCBCLL: 10.00 TCDL: NA psf
Soffit: 2.00 BCDL: NA psf
Load Duration: 1.00 MWFRS Parallel Dist: NA
Spacing: 24.0 C&C Dist a: NA ft
Loc. from endwall' NA
I: NA GCpi: NA
Wind Duration: NA
Lumber
Top chord 42 SP #2 Dense
Bot chord 42 SP #2 Dense
Webs 42 SP #3
Special Loads
Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC. From 50 plf at 0.00 to 50 plf at 3.71
BC: From 5 plf at 0.00 to 5 plf at 3.71
TC. 696 lb Conc. Load at 0.73, 2.73
Hangers I Ties
J) Hanger Support Required, by others
Additional Notes
Truss must be installed as shown with top chord up.
F3 +- 1 7-4
3
TYP)
III3X6 1113X6 III3X6
A B C
3X4
3'8"8
Snow Criteria (Pg,Pf In PSF) Deft/CSI Criteria Maximum Reactions (Ibs)
Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W
Pf: NA Ce. NA VERT(LL)' 0.012 B 999 360 E 852 / - I - l - I - / 3.5
Lu: NA Cs: NA VERT(TL): 0.021 B 999 240 D 743-
Snow Duration: NA HORZ(LL): 0.002 D - - E Min Brg Width Req = 1.5
HORZ(TL): 0.002 D D Min Brg Width Req = -
Code / Misc Criteria Creep Factor. 2.0 Bearing E is a rigid surface.
Bldg Code: FBC 2017 RES Max TC CSI: 0 697
TPI Std: 2014 Max BC CSI: 0.190 Members not listed have forces less than 375#
Rep Factors Used, Yes Max Web CSI: 0.156 Maximum Bot Chord Forces Per Ply (Ibs)
Chordshords Tens.Comp
Plate Type(s): E - D 542 0
WAVE VIEW Ver 17.02.01A.1114.21
06/15/2018
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A - E 204 - 687 B - D 0 - 601
E -B 0 -613 C-D 0 -630
WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fa ricatinq h ndlinqq shii ing installing.and brae ng.. Refer to and follow the latest edition of BCSI (BuildingComponenfSfetyInformation, by TPI an S CA) fDr sa etv practices nor to a onnin these unctions. Instal erS shall provide temporary _ bracing per 38SI.. Unless noted IT, rwise.top chord shall %five properlyy attached structural sheathinq and bottom Nord ;Hall hav a props lr y
attached riId ceiling Locations shown for permanent lateral restraint Of webs shall have bracinq installed per BC I sections B3. 7 or B10. as
applicab @ Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a
division of ITW BuildjngqCCompongnts Group Inc. shall not be responsible for any deviation from this drewing,any failure to build the mmc , r truss inc9nfonnancewithANIAA1, or for handling, shipping, installation and bracing of trussesA Beal on this drawing or cover page , , 13723 Riverport Drive listing thisdrawinindicatesacceptanceofprofessionarengingerinqresponsibilityysolelyforthedesignshown. The suiTability Suite 200 and useofthis rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more
information see this ob's general notes page and these web sites: ALPINE. www al ineaw, corn; TPI www t nst Ong; SBCA• www sbandust tom; ICC: www iccsafe om Maryland Heights,
MO 6304
Commentary;
Camber may be built Into trusses to compensate
for the vertical deflection that results from the
application of loads. Providing camber has the
following advantages)
Helps to ensure level ceilings and floors after
dead loads are applied,
Facilitates drainage to avoid ponding on flat or
low slope roofs.
Deflection and Camber
L = Span of Truss (Inches)
D = Depth of Truss at Deflection Point (Inches)
Recommended Truss Deflection Limits
Truss Type L/D Deflection Limits
Live Load Total Load
Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical)
Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical)
characteristics between adjacent trusses. Trusses
Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical)
and other long spans that can appear to 'sag.' Roof Trusses
Avoids 'dips' In roof rldgelines at the transition
Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical)
from the gable to adjacent clear span trusses.
Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical)
In accordance with ANSI/TPI 1 the Building Designer,
through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal)
Location, direction, and magnitude of all loads attributable
to ponding that may occur due to the design of the roof
drainage system. The Bullding Designer shall also specify Truss Type Recommended Camber
any dead load, live load, and In-service creep deflection
criteria for flat or low -slope roofs subject to ponding Pitched Trusses 1.00 x Deflection from Actual Dead Load
loads.
Sloping Parallel 1.5 x Vertical Deflection from
The amount of camber Is dependent on the truss type,
Chord Trusses Actual Dead Load
span, loading, application, etceteras.
Floor Trusses (0.25 x Deflection from Live Load) +
More restrictive limits for allowable deflection and Actual Dead Load
slenderness ratio (L/D) may be required to help
control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) +
1.5 x Design Dead Load Deflection)
The following tables are provided as guidelines for
Limiting deflection and estimating camber. Conditions or Notel ThWetNDtn"tllt,t ad may be considerably less than
f codes may exist that require exceeding these jW. recommendations,
or past experience may warrant using more
stringent limitations. J'm.•'•GE S\..
VANlWit
W" NO rMUN JILL NO a T= CUVOo ' i REF DEFLEC/CAMB miRIMRrrunumT= ZUV= TO AM CONTZR M ptaJJJmc WEOtiT ; 0. 708 Tnesms
pA •.4w arm In fsbrtmtYp, hw.Alnp, s1 pY p,btelpp W r RM b ram. *a
i.srn ram, of SCSI wdV c%-.r,s So/sty Drforwtl.t Yy m .err tiMT DATE 10/01/14 paCalms prior
to prrlmip tl.a. f-attJ.a bataUn shall , o t@KlW brckp IMw romd
st/rrrlsr, tap chwd sh*U bw propmMy atmc rd .tr.cn.v .)silts .rd diW Jrr. ,
prcpwir ,at,e„d X c.9b Lautl.r door for prray.nt at.,.l , , DRWG DEFLCAMB1014 u' .I.
0
I... wt.u.d Drr lfb s cw M Via nor D a o ,yp1 1r. mpa wa. m , SAT d [1
1! U CE M <ro.... ar d :..r..... rrr ZM Jo..t Drm... virrs rood .r.rr. {I • `t " bf,r
to dra INA Z for ri.iird plat. podtlw. A •i (/ Ct Js dm ,
dl.w lt m Niip c.rg r r s I slug Dic .nw not S r.. L wf f- .ry d.mrt •m.I+L 1 ` AN RW071.iMWY r UMatlan rrry h wdm tlr trussMran/awarcr rth Nm/TII 4 v Ior wrr+0, •a:.m..r,••',.• ` rr ll
omnrrllom *ftt *%o gp w paps USlMY tfiY ..si0 •gym, .mptO CO p;;m _ SS /' N Su 7. Yuo •Non Urn. Ir ,rry sitcv- Y ihrn bMr N tir Vl p OubrN m/i [E •+ l/ L Maryland H.
yhts, MO 63U43 for ra W—aft.r ..r wft pVs p..ral normspaps ,.m tl..arr. sltmo h1 / //NA fIII ALFDID
mmsaLpr.ftrmu
TPD
ras.tpYnta'OI af/Y a• 7Am OD mmmJm,frapii 9,i7Annr o
STRONGBACK BRIDGING REC MMENDATI NS
BUTT STRONGBACK
BRIDGING TOGETHER
4'
0• ATTACH SCAB WITH IDd BOX/GUN
4' -0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O C.
NOTE- IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTEi Details 1 and 2 are the preferred
ATTACH STRONGBACK TO
WEB V/ (3) 10d C@IMON-
0148'x3') NAILS OR
4) IOd BOX/GUN
28'x3A') NAILS
2) IOd COMMON (0148'x30'> lIIt
BOX/GUN (0128'x3.0') NAILS AT
TOP AND BOTTOM OF 2x
SCAB -ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON (0.148'x3A') NAILS
OR (4)10d BOX/GUN (0128'x3.0') ONAILS.
AT
attachment methods
O
GBACK BRIDGING
G RE R NTS
one re ldredVIra (at aMir aF2rana .t ndr va
Spim ran at B' or
All scab -on blocks shall be a minimum 2x4
stress graded lumber.'
ow -All strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting In an overall Increase In the
stiffness of the floor system, 2x6
strongback bridging, positioned as shown In
details, Is recommended at 10' -0' o.c. (max.)
The terms 'bridging' and 'bracing' are sometimes
mistakenly used Interchangeably. 'Bracing' Is an
Important structural requirement of any floor
or roof system. Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' Is a
recommendation for a truss system to help
control vibration. In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
ATTACH • ••••••- •y
0 s
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES •'
a-Wlfam[i WAD NO FMUN ou rmcs M MM MUDS a : 0. L PSF REF STRONGBACKea0)iMMIT FlUmm nas nMvnc m AU CONTO Crm DdlCf nE DsrMIEM
Tnm.e rrgA a rtrerre cen In Ie•rtaNp, handling. h-aue g u.1 xer
o.. t,,. retest eaMar or m Duoo w.ve- s.rety liiar,-tr-, y m sti $ca • C DL PSF DATE 10/01/14
C=Ims c.br to pwf r+o these n.cmr H.tall . rrD pi chi I br%=
yi t'D .
Kt
tY .rain f— _ — ` S AT ' BC DL PSF DRWG STRBRIBR1014seshelltiwaprth—t .ttW ch a L.nm yvis atsi id wr+.r-OL Shine ..rt..r,t
a-u tiw eot.D.• o.r p. n W IM u rp+ p.w to
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ANRWmAYMNY Able d .rn ?. mto h, trc atrot nresiiantl ror rti •..
e. •••` } TOT. LD. PSF
rav ........
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and en aa. •ire '°=iwis
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ONAI. E +` DUR. FAC. 1.00137t3RmrponDnve '
r «
sail.200
Fw ror. Wi rrrtrvr an trY pV. D•rr•r'•r rot.. .ra n-....r ate. rVA
Maryland Heights, MO83W3 wM -fiW60018 SPACING
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1&T FLOOR TRU&& LATOUT
RECORD COPY
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2N® FL00R TRU5e LAM -OUT
THIS LAYOUT 5UPERGEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR TNIS PROJECT.
CREL: 5/14/10)
5HINGLE LOADING
140 mph WIND
12
EXP05URE B 6
4-3/IFi' HEEL
16'
OVERHANG
PLUMB CUT
TYPIGAL TRUSS END
ALL 15E41`15 BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRU55 HANGERS ARE
SIiIPSON HU526 OR HGU52(o-2 AND
ALL FLOOR HANGERS ARE TH4422
UNLE55 NOTED OTH=RWI5E.
NOTE
IT 15 THE RESPONSIBILITY OF THE BUILDING DESW.RER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR
TO SUPPORTING STRICTURE PER REACTIONS SHORN ON TRU55
EN' NEER'IWG SPECIAL CONSIDERATIONS FOR MECHANICAL EQUI
AND/OR PLUPIDIG (AND THEIR CONNECTIONS) IN TRUSS SPACE
H15T BE DIAGRN'4MED 07 BUILDER ON APPROVED TRU55 CATGUT
PRIOR TO FABRICATIM
THIS COMPANY 15 A TRU55 MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-PY55 'DESIGN RE5PGN51BILITIE5'. ACCORDINGLY, IT DISCLAIMS
ANY RE5PGN515ILITIE5 AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING+ THE INSTALLATION ANDIBRACNGOFTRJ55E6MANUFACTUREDBYTHISCOMWANY.
WARNINCH
CONVENTIONAL FRAMNG, ERECTION AND/OR PERMANENT BRACNG I
NOT THE RESPONSIBILITY OF TIE TRUSS DESIGUi ER RATE
MANUFACTURER OR TRUSS MA)NIFACTURER PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO
PREVENT TOPPLNG AND DOMINOWG DURING ERECTION( AND
PERMANENT BRACING IWICLN MAY BE REQUIRED IN 5PECFIC
APPLICATIONS SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RE5TRAWNG 4 BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES QEC0;4'IENDATION5'
SCSI 2006) FOR WRT.NEQ INFO@MATION
TRUSSES 'HALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION. WHERE NO SIEATHNG 15 APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CINOR05. THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGSL TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURIW ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
ACCU-SPAN TRUSS CO.
407-321-1440 / 386-872-5098 / 352-557-4901
LONGWOOD / ORMOND BEACH / MASCOTTE
413-8 CCU
1 REAGAN POINTE
DATE DRAUN BT JOB NUMBER
O&A4/18 RL 21192
I 1 1
I----4'4'— 1 6'4' IT4
2N® FL00R TRU5e LAM -OUT
THIS LAYOUT 5UPERGEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR TNIS PROJECT.
CREL: 5/14/10)
5HINGLE LOADING
140 mph WIND
12
EXP05URE B 6
4-3/IFi' HEEL
16'
OVERHANG
PLUMB CUT
TYPIGAL TRUSS END
ALL 15E41`15 BY OTHERS
UNLESS NOTED ON LAYOUT.
ALL ROOF TRU55 HANGERS ARE
SIiIPSON HU526 OR HGU52(o-2 AND
ALL FLOOR HANGERS ARE TH4422
UNLE55 NOTED OTH=RWI5E.
NOTE
IT 15 THE RESPONSIBILITY OF THE BUILDING DESW.RER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR
TO SUPPORTING STRICTURE PER REACTIONS SHORN ON TRU55
EN' NEER'IWG SPECIAL CONSIDERATIONS FOR MECHANICAL EQUI
AND/OR PLUPIDIG (AND THEIR CONNECTIONS) IN TRUSS SPACE
H15T BE DIAGRN'4MED 07 BUILDER ON APPROVED TRU55 CATGUT
PRIOR TO FABRICATIM
THIS COMPANY 15 A TRU55 MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA
1-PY55 'DESIGN RE5PGN51BILITIE5'. ACCORDINGLY, IT DISCLAIMS
ANY RE5PGN515ILITIE5 AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING+ THE INSTALLATION ANDIBRACNGOFTRJ55E6MANUFACTUREDBYTHISCOMWANY.
WARNINCH
CONVENTIONAL FRAMNG, ERECTION AND/OR PERMANENT BRACNG I
NOT THE RESPONSIBILITY OF TIE TRUSS DESIGUi ER RATE
MANUFACTURER OR TRUSS MA)NIFACTURER PERSONS ERECTING
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING WHICH 15 ALWAYS REQUIRED TO
PREVENT TOPPLNG AND DOMINOWG DURING ERECTION( AND
PERMANENT BRACING IWICLN MAY BE REQUIRED IN 5PECFIC
APPLICATIONS SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RE5TRAWNG 4 BRACING OF METAL PLATE CONNECTED
WOOD TRUSSES QEC0;4'IENDATION5'
SCSI 2006) FOR WRT.NEQ INFO@MATION
TRUSSES 'HALL BE INSTALLED IN A STRAIGHT AND PLUMB
POSITION. WHERE NO SIEATHNG 15 APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CINOR05. THEY SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIGSL TRUSSES SHALL BE HANDLED WITH
REASONABLE CARE DURIW ERECTION TO PREVENT DAMAGE OR
PERSONAL INJURY.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS. ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
ACCU-SPAN TRUSS CO.
407-321-1440 / 386-872-5098 / 352-557-4901
LONGWOOD / ORMOND BEACH / MASCOTTE
413-8 CCU
1 REAGAN POINTE
DATE DRAUN BT JOB NUMBER
O&A4/18 RL 21192
FIELD REPORT
PROJECT NAME: / !
J
aiGl zp"6C Z-7— - _TENT
PROJECT NO.: DATE:
CONTRACTOR: WEATHER:
rv-?5/o - 16-pole - 30.f3
v
I / / / Z
RTEG'S REPRESENTATIVE:
zo
THE RAAD - TANNOUS ENGINEERING GROUP, INC._
91n N rnlcianmH Road. 9 Suite 810 9 Orlando. Florida 32807
SITE COPY
PLOT PLAN
LCEdAL DESCRIPTION:
LOT 7, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIEDTO:
DAVID WEEKLEY HOMES
0 St. Johns River Water Management District SB = Set Backs,
Elevations as shown hereon are referenced to the North as shown hereon are from the lot specific
American Vertical Datum of 1988 (NAVD 88), as established site plan as provided by the client
from National Geodetic Benchmark'F 711". published
elevation of 127.95 feet
This elevation note per plat)
CI) ( 1:- '11,1,
19.
08,
Ok to construct single family home
with setbacks and impervious area
shown on plan. Ise -q . /J,`
2940 GIPPER CIRCLE,
SANFORD, FL 32773
Area Calculations
Total Lot Area= 3.243 sq It (100%)
Impervious Area in Square Feet -
Total House Foot Print = 1.127 sq It (35%)
Total Porch and Deck/Lanai = 164 sq It (05%)
Total Driveways = 323 sq It (10%)
Total Walkways = 43 sq ft (01 %)
Total A/C Pads = 16 sq ft (0 5%)
Total Out Buildings = 00 sq It (00%)
Total Pool Deck Surface (Not including Water Surface = 0,000 sq ft (00%)
Total Total Pool Water Surface = 0,000 / 2 0.000 sq ft (00%)
Elevations are based on
civil grading plans.
Lot is Type "A" Grading Plan
UE - Utility Easement
Field Date: 6/18/2018 Date Completed:06/18/18
Drawn By: G S. I File Number:IS-48559 PP
Legend-
C Calculated PC - Point of Curvature
Cenlerllm Fig - Page
B Concrala Block PI - Point of Intersection
CM Concrete Monument P'0 B - Point of Beginning
Cone Concrete P.O L. _ Point on Line
D Description PP - Power Pole
DE Drainage Easement PRM - Permanent Reference
Esmt. Easement Monument
F.E MA • Federal L•mergeilry PT - Point of rangenty
Management Agency R - Radius
FFL Finished Floor Llwation Rod • Radial
Frio Found R&C - Reber d Cap
IP Iron Pipe Rec - Recovered
L Length (Arc) Rfd - Roofed
M Measured Set - Set 'A' Reber 6
NdD Nall a Disk Room Cap "LB 7623'
N.R. Non -Radial Typ - Typical
ORB Official Records Book UE - UWIy Easement
P Plat Whit - Water Meter
P B Plat Book A - Delta (Central Angle)
O- Wood Fence 0- - Chain Link Fence
s9.9.
0'
BO
It:::..:..
Ob
U
PC LouIW 1
On Lot a
aProposed Elevation
1' o
i
17
111s' i
u• w
I
2940 GIPPER CIRCLE, 3ANFORD, FLORIDA 32773
This is NOT a Boundary Survey
jAA •, a
i
NOTES -
Survey is Based upon the Legal Description Supphed by Chem
Abuttmg Propenies Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus
Subfect to any Easements and/or Restrictions of Record.
Beanng bans shown hereon, is Assumed and Based upon the Line Denoted witha -as'. Building
Ties are NOT to be used to reconstruct Property Lines Fence
Ownership is NOT determined. Roof
Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise
noted Septic
Tanks and/or Dramfield locations are approximate and MUST be verified by appropriate
Utility Location Companies Use
of This Survey for Purposes other than Intended, Without Written verification, Will be at
the Users Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed
to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS
OF INTEREST - PROPOSED
DRIVEWAY OVERLAPS EAST EASEMENT EP &
M& . DocuSlpnad
by: JML&
W4 BICEDE3FCAE64EB.
C59
R=
75.00'(P) L=
26.54'(P) A=
20' 16'34"(P) Chord
Bearing= S
09'57'22" W 26.40'(P) C60
R=
75.00'(P) L=
27.18'(P) A=
20'45'50"(P) Chord
Bearing= S
30'28'34" W 27.03'(P) L1
S
40'51'28" W 13.41'(P) I,
t
W
E 4
a S
Grin
hie Scale 15'
36 60' Scale:
1 "=30' iroby
Certify that tnis Boundary Survey of the above Descnboe Propon u
and Con-1 to the Best of my Knowltingu and Btilel as recamty, Sirrvo lot
my of action on the Data Shown, Based on Information furnished to Noted
and Conforms to the Slondorcis of Proctim for Land Sury so
State of rlorldo h accordance with Chapter 5J-17 052 riorida ninLwalhro
Codes, Pursuant Ic section 472D27 Florida Statutes. Said
Ireland &
Associates SurueF g, Inc. 1301
S. International Parkway Suite 2001 Lake
Mary, Florida 32746 www.
irelandsurveying.com Office-
407.678.3366 Fax-407.320.8165
i
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 14
1—
Documented Construction Value:
Job Address:Historic District: Yes No19
Parcel TD: Residentia4 Commercial
Type of Work: NeWA AdditionEl Alteration Repair Demo Change of Use Move Description
of Work: Cd /Y711 !z`' a° i"/ r`g E i'S r%C, . / hay'? e Plan
Review Contact Person: Phone:
Title:
Email:
11'
V161 Property
Owner Information Name
G reA Phone: Street:
Fax:
City,
State Zip: Xw n— Resident
of property? : Contractor
Information Name
r f e L G ri C- Phone: ZO' 7/ Street: /
2 Fax: y0 7 _ . ' 7 a G City,
State Zip:/55/e?2,11 e-1. Z--- State License No.: C ddi l` Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: _ Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced
prior to the issuance of a permit and that all work will he performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date Sign ure of Con ctor/Agent Dale
Print Owner/Agent's Name Print Co ctor/Agent's Name
Signature of Notary -State of Florida Date gnature of Notary -State of Florida Date
CHAD W COWDERYrye;
aa
MY COMMISSION # FF985918
EXPIRES April 25, 2020
407) 99"167 FlorldoNoterySuvIco.com
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechar&al Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised. June 30, 2015 Permit Aoolication
f-
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 ,21-3055
Documented Construction Value: S
Job Address: yt L{0 CtFPo- 0 Y-04- Historic District: Yes [I No
Parcel TD: Residential ®, Commercial
Type of Work: New Addition Alteration Repair Dettto Change of Use Move
Description of Work: VL—u tv\-t5` tJ O e.t j 12\0cm
Plan Review Contact Person:
Phone:
Title:
Email:
Property Owner Information
Name Z)QU t V
n k tj—w a Mid' Phone:
Street: NJ 0 90 C G Resident of property?
Fax:
City, State Zip: kk!JEA -kxga g190 y
Contractor Information
Name
fI
v `t - Phone: '3d l (o a 3 Y Street:
o - -e-N LVJ 60 Fax: City,
State Zip: 0,'P012 VSCA n.6vl31 b State License No.: ems- ky& 8 G3? Name: Street:
City,
St,
Zip: Bonding Company:
Address: Architect/
Engineer
Information Phone: Fax:
E-
mail:
Mortgage Lender:
Address: WAR\
ING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be Inscribed with the date of application and the code In effect as of that date: 5i° Edition (2014) Florida Building Code Revised: Jane
30. 2015 Pemtit Application
NOTICE in addition to the requirements of this permit, then: may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as %%,ater
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that t will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy or the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value.
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owncr/Agent Data
Print Ownu/Agcnt's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced iD Type of ID
Signal Coruraaor/Agmt Dale z
goc4rj 5fA'C)%1 g
Print Contractur/Agent's Nan=
AA--
oZ w
Signature of NotarpStntc of Florida Dalc e.
Contractor/Agent is Personally Known.to Me or
Produced ID Type of lD
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plutnbing52*' Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps. Plumbing - # of Fixtures 18
Fire Sprinkler Permit: Yes No # of.Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COINEVIENTS:
Pc%ised- Jane 10. 2ots Permit Application
6 - 3z s3
FOUNDATION SURVEY
LEGAL DESCRIPTION:
LOT 7, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK
81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW FEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIED TO:
DAVID WEEKLEY HOMES
44ff
2940 GIPPER CIRCLE, SANFORD, FLORIDA 32773
C59 C60
R=75.00'(P)
L=26.54'(P)
R=75.00'(P)
A=20a16'34"(P)
L=27.18'(P)
A=20a45'50"(P)
a0a oQ1 bc;•° Chord Bearing= Chord Bearing=
S 09a57'22" W 26.40'(P) S 30a28'34" W 27.03'(P &M)
O`. a4i 08, 08. lo"
e
A.I
o.:.:.:.:.
s0
Q.
Q,.,..
90, 9j00 R/ aOaas1
091
T O 10,
ee6. TO
0
log j.:..F: Ak .. ....•.'.'.. ss 3 'feF -.. ,
Electric Box
S AT&T
Box I'll
Sanitary
Lateral
Light Pale
O- Sanitary
Manhole Site Benchmark
Information- 1 Found
Nail &
Disc in Pavement Elevation: 47.
72' 2 Found
Nail &
Disc in Pavement Elevation: 48.
19' L1 S
40a51'
28" W 13.41'(P&M) J / 2lp
Ql
bcpp1V "
C2
p yQcP 7" I
I
N
i
W
E
Benchmark Information -
Seminole County
Control Point GPS Revision: Added Foundation Survey - 09/12/18 - BMJ S Name 0117,
Designation 488120117. Elevation = 45.350'. Graphic Scale Elevations are
based upon NAVD 88 Datum) S. 16
26 4 Scale. 1 -
20' Field Date:
9/11,101e jDateCompleted:09/li le Drawn By.
B.J. I File Number.IS-48559 FO PPppCp QC •
Cara= Cantudirm CB • co
Bk l Pollmm of
ca P( -Palm
al I:bnarmn Cd • carrcn.
uvurr-n P.0.0.- dm al Bay.Mo Cons • Caxara
D • DaacdLWn
P.O
L - Pdm an lira PP . P_
pd. DE • Drautaaa
E—.— EM • Eaafrtra
PNN . PMmMrm
RfIMMo uonumam F£
N
A •Fain-W Rd : R. t.aaMxy FFE • FMYbad
Floe Elw t n RFA - ReR7 Fnd. •FMmd
IP • Iron
Pk- L - Laeatb (
Nc) RLC •Rabar
ACap Raa - RaowMaa
RaeW MgFtfata
A&R: Ntlapa a.
aRDlFt RabeTSt E 76Z{ OR : Data
W Rm ma so UL • Itry C—Mo V e :
Pto Boat A ,(MCanaal kqa) dstd?' ti
S
U'
PC
Located
1 On Lot
8 rr ba..
af vxfn ou 1pd wNrbn.r saaflw rDl.nt IYq N.
P.wror.d.b-. Npl wmbra.Mar-cRwa1.F...tw laaWr a airy
EaNmwn. arrM- aanrlNanr al artMa rip V /
a .wr MrMSb•uumNN 4uAUYrti Ur D.rW MN-9' aria Tin -
a Not u M ta u" u rKMmu[t IraP-tY lad. aowwhabfgr wVn+
r Otifurgi UrWrpwrrf
WSan MWr Faf[-rbrw Net be.rlauorf UNL[SS Mr rW
Y I
U rrr,M DUMNN "ra rgrolmru rM MUST ba..na.f W rrrta U[
Ny lwUMi CMryrNllNar ilYr Su:"
al'ti I,"par.nlrr Nn M-dN. andrut Pf11rw, V.na rrrS WIa 1 Uur i
Sa4 Ad anf Wlrhwt lub0iry u dr SuvaYM Na[Nrq M-Mn UW Y r. aNa
urr Rabb M a-rnt. t. Ar,rrr our. urnurM c.rafld 410elTS of
1.naFt• Emus 19-
d
W. II U
LWI QI 10ED0.1FCAEMES...
FlprSy S.
Nafa. rd & AssocWes
Suruey % hu 1301 S.
International Parkway Suite 2001 Lake Mary.
Florida 32746 www.Irelands
urveylrq.00m 407.678.
3366 Fax-407.320.8165
R
CITY OF SANFORD
t
BU:ILDI.NI:FIRE, PREVENTION•
a = %•1 s FEF2MIT}APPI . -ATION
tD
Job Address,
Parcel ID:
Ty!o'olrlcs •l`Iew..
Description'of Work '--,n
A ppllcatioU -.. 6
Do:¢urtieated :Coltructioli••
ValuO '. Histor.'ic.bistriti,'i(es. o
Residefiiia' •binmei-cial '
Addit'onEl Alteration0 •Repair.Q ;Demo; Q11' e,ofUse.Q:,1tixe. Plan
Review Contacf4iersOn: ..I I-1'Cl A Title: Phone: `
W7-Ej 5ac') Fax: 4-1- Email: 1t1i; C rv. r "
perty Owner Mformation aml
cCITY
OF SANFORD t
BU:
ILDI.NI:FIRE, PREVENTION• a = %•
1 s FEF2MIT}APPI . -ATION t
DJob
Address, Parcel
ID: Ty!
o'olrlcs •l`Iew.. Description'
of Work '--,n A
ppllcatioU -.. 6 Do:¢
urtieated :Coltructioli••ValuO '.
Histor.'ic.bistriti,'i(es. o Residefiiia' •
binmei-cial ' Addit'
onEl Alteration0 •Repair.Q ;Demo; Q11' e,ofUse.Q:,1tixe. Plan Review
Contacf4iersOn: ..I I-1'Cl A Title: Phone: `W7-
Ej 5ac') Fax: 4-1- Email: 1t1i; C rv. r "perty
Owner Mformation aml c
Phone: Street: Resident
of property? City,'State
Zip: I -- y _ Celt -
J::I
Coritratc`fot
Information Name =r
if • `J NPhon0: `-`t.- Orj street. Gj
TS O%'Faz poi- City, State
Zip: State License No.: Architect &)gibe '
r'14ormation Name: Phone:
Street: Fax:
city, St,
Zip: E-mail: Bonding Company:
Mortgage Lender: Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN. YOUR PAYING TWICE
FOR` IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .Or COMMEfgcEM,h-NT MUST BE, RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT.
WITH.- YOUR LENDER OR AN ATTORNEY BEFORE RECORDING..YOUR NOTICE OF COENGE-MET
N_ - --- M'MApplisat-
iet}ts-hefeby-made-to obtain-permit-to-do-t commenced prior
to .the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand ilia( a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 1053
Shall be inscribed with the date of application and the code in effect as of that date: 5ih Edition (2014) Florida Building Code Revised Jnne.
30_20I5— _ __ _ -- __ -- _ _ _ _ —' Pecmi1. , Ppticadnn
NOTICES ln-ad.ifi116n:to thi -re4plierriefig.QNh.is -permit, there may be additional restrictions appliciable to this property- that-may-bb.
found —in -the -public rftbrdt`dEt1fis.6outyn, and there may be additional permits--required1rorn other governmental entities' suc . h as .waterer
manakqmeiRt.districts, state agencies, or federal agencies.,
Atcdpthhce. of ermit is verificatioji- that i will'Jibeify thO owner of the ProPefty of the - M-qu,irements of Floridd Lien -LW, FS 713.,
ew Fier init..subrriittal.-A-cooy.of the extcuredcontractis requiredT-he'Cityof. Sanford requiies:pEiymeht df a--pla.64.evi' ", free at tl1e.tim'e*0f_ in offeif.`.
to calculate a plan review chaig'b'aiid will be considered the —estimated construction -value of the job arthe time of submittil. Th6'aciuW
corisauction. valuc.'ivill be fig6ri A,bai6d on the current 1CCV - ahjafiofi 1,01c in effect at the timemiiis issued, the dri * d, in e 4ccordan`ed'*ith
l6c W6rdib'O'lic.6. `Sho-u1-d--'e1lcijlateA cliarges'- figured 09.1he-bxecuted-dontrifict exceed the #8tua i'c'onsfi ud'fi:onf"v'a]4'e, credit wil16e h:
permit is issued.,* Applied tp your:permit fees, Wt n:i the fbirego4ii-g.
info ftnation is atc*"-*.t OVVrNR_R'S- ur"a e i -Work *M-. be -A, 6,
e in conpliap6e jtli -Alapjli da bte-11 aWs iegplath%construction .nn&z0*97 Signitum' OwnWA-gent Date S!
Wtarq 0fCon?Am'ctRr/A, EWE of gr t S PrintovinedAgenesName
Pdiii4tbnbftmaodArcnt*
sName
0 J 4_w FloridaSignawm.
ofNotuyStalcofFlorida. -Date. SigMKWM0fN0rY7StateofFDike4CHERYLDAKER.S
MYCOMMISSION OFF998962 EXPRF_S June 05,
2020 Owner/Agent
is Personally known to Me-
or ,Contraa0r1&ent is—T rsofiyKnovuff to 34e or Produced ID Type of ID Produced ID Type
of ID BELOW IS _FOIE- OFFICE SE ONLY. Permits Required:
Building D - Vjecttica1f] Mechanical PlumbingE] *Gas
D Roof[] Construction Type:- Occupancy Use: FlDod Zone: Total Sq
Ft of Bldg: Mn. Occupancy Load: #
of Stories: New Construction: Electric - # of Airips Fire Sprinkler Permit:
Yes N6 [j #"of Heads
APPROVALS: Z01%NG-V UTILITIES: ENGINE8-RINO: FIRE:
Plumbing - # of Fixtures
Fire
Alarm
Pertnit: Yes NoEj
WASTE WATER: I
BUILDING: azcdJuna30,.204.5
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Jurisdiction: Permit #:
Job Information
Builder: gQQU f Q e l l Community: Re i.Q Lot:
Address:
City: S' n . or
State: L Zip: 3
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50.
ACH(50) specifiedForm R405-2017-Energy Calc (Performance) or R406-2017 (ERI):
6 ,1on1111tsib ''Sx60y = Method for calculating building volume:
CFM(50) Building Volume ACH(50)
Retrieved from architectural plans
1:11u PASS O Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated
must be verified by building department.
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Stalues.or individuals licensed as set forth in Section
489.105(3)(9, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 1) el Pry r Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
r1C, C ISignatureofTester: Date of Test:
C a) e b 62l&mSPrintedNameofTester:
CAC O3 4,W 9 $ License/Certification #: Issuing Authority:
EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1